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Home My WebLink About1015 Oak Ave (3)Permit # o 0 \ Job Address: / 0 1 5 0 A 1 CITY OF SANFORD PERMIT APPLICATION Date: 2 0 (v RF Eivto ve I3 Description of Work: See Scope OF Well? Historic District: 5/?_S Zoning: S1?- 1 Ac h ed 01VTel"R Value of Work: S 27, 0 00 , 0O Op6 Permit Type: Building )( Electrical--)( Mechanical )< Plumbing Y Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS 7-0 0 Addition/Alteration 1.40 Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: .1; % L 3 0 - 6 RG " % Z dy - 0 / 00 (Attach Proof of Ownership & Legal Description) Owners Name & Address: S K l R7 y U6'G'/17.r P-O. 80X /267 VVINier Pk.. & 327M Phone: or Contractor Name & Address: TIM G CIM.— be Gp State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer Address: Contact Person: Phone: Phone: Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. r 2 oG Si atu a ofOw6eAgent Date Signature of Contractor/Agent Date LOO ' wner/ 4gis Name Print Contractor/Agent's Name Signature of No. f -State Iona B ANTON Date Signature of Notary -State of Florida Date J J MY CO:.:Ni1SStON # OD 106391 EXPIRES: Februcry.25, £^-07 Owner/Agen-'OiA' t.is:. Personally Known toMe orc-. Contractor/Agent is _ Personally Known to Me or Produced ID-` MProduced ID APPLICATION APPROVED BY: Bldg: Zoningd e It., 1.4 e tilitics: FD: Initial & Date) (initial "& Date) (Initial & Date) (Initial & Date) Special Conditions: o6 ate`'u13 nST"IY -. 6(7 1 iw r 1 CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An ov.-ner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection; an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that lair. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. 1, :F K IR7 Nll GG YI S do hereby state that 1 am qualified and capable of performing the requested construction involved with the permit application filed. 1 will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Ow er ilder Si ure Date 1 K r 1,4- H v ng ifi s Print O-*i'ner/Builder Name Signature of Notary —State of Florida Date 6 DZ:3" _: CLANTON Owner is 1 Personallv,Known to Me.6rnhas31 Produced ID i - ..'.c,ucry ^s, ^:o7 CITY OF SANFORD BUILDING DIVISION OWNER(BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within I year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You 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 your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, 7. K IRT H UC•G In S , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Own Builder S' a Date K 1 R T 1-4y 6G I n s Print Owner/Builder Name Signature of Notary zState.of-Elorida—Date""""" 07 OwnerisPersonallyKnownto -Me' or has' 14 ProducedID ` Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 1.A 1.0 y 1204 W k _ D"m JOHHSom CrA. ASA 0 PROPERTY 4-0 a APPRAISER 4 9 m CL SEMINOLE COUNTY FL. W I ITH ST 1101 E. FIRST sT SANFORD, FL 32771-1468 T 407-065- 7506 1 1 1 tf.Ayt3. 0 0 1. 2.0 1304 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AG-1204-0100 Number of Buildings: 1 Owner: HUGGINS J KIRT TRUSTEE Depreciated Bldg Value: $90.752 OwnlAddr: FBO Depreciated EXFT Value: $0 Mailing Address: PO BOX 1267 Land Value ( Market): $17.500 City,State, ZipCode: WINTER PARK FL 32790 Land Value Ag: $0 Property Address: 1015 OAK AVE S SANFORD 32771 Just/Market Value: $108.252 Subdivision Name: SANFORD TOWN OF Assessed Value ( SOH): $108,252 Tax District: S1-SANFORD Exempt Value: $ 0 Exemptions: Taxable Value: $ 108,252 Dor: 0802- MULTI FAMILY 2 UNIT Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 01/2006 06084 1176 $225.000 Improved Yes 2005 Tax Bill Amount: $1.952 WARRANTY DEED 10/2000 03942 1681 $72.000 Improved Yes 2005 Taxable Value: $97.842 WARRANTY DEED 12/1981 01368 1859 $49.900 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method UnitsPriceValueFRONTFOOT & LEG LOT 10 BLK 12 TR 4 TOWN OF DEPTH 50 117 . 000 350.00 $17.500 SANFORD PB 1 PG 59 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 MULTI FAMILY 1981 6 900 1.800 1.800 SIDING AVG $90.752 $100.836 Appendage I Sqft UPPER STORY FINISHED / 900 NOTE: Appendage Codes included in Living Area: Base. Upper Story Base. Upper Story Finished. Apartment, Enclosed Porch Finished. Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl. org/pls/web/re web.seminole county title?PARCEL=2519305AG1204... 2/11/2006 SCOPE OF WORK Residence 1015 Oak Ave. Sanford, Fl. 32771 Interior Downstairs Kitchen Remove and replace drywall Relocate 3 receptacles Add light fixture Install new cabinets and appliances Hookup new sink Bathroom Install new drywall Add GFI receptacle and light fixture Install shower stall Install new vanity and sink Install new toilet fixture Den Install new drywall Dining Room Install new drywall Relocate fixture and 3 receptacles Living Room Repair drywall Install new entry door Interior Upstairs Master Bedroom/Closet Install new drywall Relocate ceiling fixture Relocate 3 receptacles Add TV cable Master Bathroom Replace broken.window," Install new vanity and sinks Install new toilet Install new shower stall Relocate ceiling fixture Add 2 GFI receptacles Replace Tub and valve CITY OF SANFORD HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF`APPROPRIATENESS P.O. Box 1788, Sanford, FL 32772-1788 Phone: 407 330-5672 Fax: 407 330-5679 TO: THE HISTORIC PRESERVATION BOARD O;7ResidentialECITYOF SANFORD, FLORIDA rict Downtown Commercial Historic DistHistoric District This application is filed in response to a notice from the Code Enforcement Department ADDRESS OF PROPERTY: / 0 l J vim° Prop Owner ' Signature: / eI41 Print Name: `] k I R-rYi1qq1ri5 Mailing Address: BOX / Z6 % W1 l k- Rk FZ 770 . Phone: 40 7- IM6 5-8Z k Fax: 5/0 % Applicant/ Agent Signature: Print Name: Mailing Address: Phone: — CJ(0(0 ' a(o Fax: I certify.that all information contained in this application is true and accurate to the best of my knowledge. Applicant/ Owner: Date: Please use the attached criteria checklist as a guide to completing; the application. Incomplete applications cannot be reviewed and will be returned to you for more information. You are encouraged to contact the preservation planner at 407- 330-5672 'to make sure your application is complete. Description of Proposed Work/Application Category: (Check all that apply) Site Improvements/driveway/walkway Storage shed Moving structures t" Replacement windows or doors Underskirting Awnings New construction/additions Signs Demolition Roofs/ gutters/downspouts AC/Mechanical Fences/Gates/Pergolas Replacement siding/flooring/porch Paint Other Completely describe the entire scope of work: all changes in, material,. color or location to the exterior of the building, where on the property the work will occur and how the work will be accomplished. For large projects, an itemized list is recommended. Attach additional pages if necessary cSiCl S Lam_ C 1' c l A Certificate of Appropriateness is valid for six. months unless otherwise noted OFFICIAL USE ONLY Historic Preservation Board Mee ' g Date:-4Staff Review Date: Application. is Approved Approved with Conditions Denied Conditions: Signed Date: This Certificate must be prominently displayed on the building when work is in progress*** 4 FASHA ENG\ Historic Preservation Board\C of A Application.doc DoorCraft ®Gladiator* Wood Edge in -sowing Steel Door Maximum Si a Up To 54 x 6'8 t a 6" 6- - 10 x 2' 1 i) TYP. - 1 p PFH WS' t 18 X 2-1/2- t SEE PFH WS O DETAIL "G' DETAIL G. p SEE STRIKE AND DEADBOLT PLATES TO FRAME DETAIL ui Ln SEE NOTE 0o TYP. ro 1 o'no A B t 1/4" X 2-1 /2' to Ln TAPCON 0 inHIN EATO DOOR AND ` FRAME; TYP. wi B NOTE NO. 1: Typ 1 WHEN ATTACHING THE A HINGE JAMB TO . THE 6- 6• SIDELITE JAMB USE A 110, x 1. 1/2"- PFH WS.. WHEN ANCHORING A 3'0 X 8'O DOOR TO SUB BUCK USE-A 10x2' PFH .WS. AND A 9 X 1 PFH WS IN THE NOTE: REMAINING OF HOLES. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 4' 4' I_ r 4. —..I 3 3' 110 4 Ln 00 i t ono SEE DETAIL ri G' to inI to t Lo aq yn Lo O t W I E l ll tt t OTYP. 18 X 2-1/2- PFH WS 0 0 TYP. TYP. E D 1/ 4- X 2-1/2" TAPOCON 4 u TYP. 4I rr l I,. i t n - oi SEE ado DETAIL r? H. Ln 00i t ao 0 e Lopo C 4. 3- 37-1 4" 6- 6. 4' 4' 8110 F 3 i W. Building Consultants, Inc. Consulting and Engineering Services for the Building Industry CP.O. Box 230 Valrico; FL 33594 Phone 913.684.3831 Facsimile 813.684.3831 ENGINEER'S NOTICE OF EVALUATION #' GSI-162F JELD-WEN; INC. 3250 Lakeport Blvd: Klamath.Falls,Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Model Designation:' DoorCraftgGladiatorg Steel Door (Glazed or Opaque) with or without Side-lites Maximum Overall Nominal' Size: up to 514 x 618 Usable In -swing Configurations: X, OXO, XO & OX General' Description: The head and jambs -are wood measuring 4 5 x 1.25" with an extruded aluminum saddle threshold. The. door panels -and sidelite panels are 1.75" thick and consist of two `25 gauge (rnin 0.018") steel skins glued to wood stiles and rails. with an expanded polystyrene core. The glazed models are routed `to receive '/z"" insulated tempered lip "lite,inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: 1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test Description Test Location Date". Report No. C Eneer Uniform Static CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. #20224 ASTM E330 : Air Pressure QTI -Everett Washifl on.. Au 13, i998 S98-280-ME J. Clark Johnson P.E. # 15891 CTL Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 AAMA 1302.5 Forced Entry QT1 -Everett, Washin ar Au ik 13, 1998 S98-280-MH" J. Clark Johnson P.E. # 15891 Water CTL — Orlando; Florida' October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 ASTM E331 Penetration. Tl - verdt Washin on`" Au st 13;'1998 S98,280-MH J. Clad Johnson P.E. # 15891 CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 ASTM E283 Air Infiltration QTI -Everett, Washington, August 13, 1998` - S98-280-ME I Clark Johnson P.E. # 15891" Sidelites are considered a window and meet' 1 S%ot Posfbve Destgt Pressure water imiRrauon crnena under ro i M E3j i. - Design Pressure Ratings: Installation and Anchoring: See reverse side this page „ Use adheringi. Code : pressure requirements .. determined by ASCE Evaluated Minimum Desr useinign ons Floridas andOBher Structuresdoes not exceed the deslssure atings listed above. gg2. For Masonry installations where the sub -buck is less than 1-1/2-inches (FBC section J707.4.4 Anchorage Methods and sub- y sections 1707.4.4.1 and 1707.4.4.2) `same. diameter Tapcon type concrete anchors must be substituted and tI.& length mus± be such ! thatdminimum 1-1/4" engagement'dtheTapcon into the masonry wall is obtained Certification: ' Florida Professional Engineer Seal Nov 54158 March 12, 2002 Wendell Haney a 2. DoorCraft®Gladiator Wood EdgeJo-swing, Steel Door Maximum Size Up To 8 4 ' 618 ; SEE DETAIL 10 x` 2- O TYP PFH WS coin 18-X 2-1/2" n PFH WS in 1O Q DETAIL' "D " n in "' TYp n STRIKE AND DEADBOLT PLATES TO ASTRAGAL SEE. DETAIL In SEE NOTE 00 TYP. M Lo OLnIq pn A TYP.FnL1/4" X 2-112' . tnN DETAIL I TAPCON f° HINGE TO DOOR Ln in s AND FRAME OO 000 SEE TYP DETAIL NOTE NO. 1: _ 1~ T T: , T C' WHEN :ATTACHING THE eL HINGE JAMB TO THE - SIDELITE JAMB USE AAs. B" 110 x. 1 1/2" .PFH WS. WHEN ANCHORING THE HINGE.: JAMB'. TO SUB BUCK USE A 110 x 2" PFH WS. AND A 19 X 1 " PFH= _WS 1N THE REMAINING HOLES. 4" SEE DETAIL 4" to 4" 171 I1 Fff 1 r TU F 4" 6' 4" I U1 e DETAIL 'E" ATTACH, -ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME WITH 2, - #8 , X 2-1/2" . PFH WS r<_ w 184F_ R W R W Buildin& Consultants, Inc. Consulting and Engineering, Services for the Building industry P.O. Box 230 Valrico, FL 33594-Phone,,813.684.3831 Facsimite 813.684.3954 DOOR FRAME ANCHORING The 2001 FLORIDA BUILDING CODE requires window and door assemblies to be anchored according to the manufacturefs recommendations to, achieve the design pressures specified (see Section 1707.4.4 Anchorage Methods). The sketches below represent the load paths used, to calculate this anchoring. DOOR TYPES: Single or Double (with or without sidelites) Load Path Sketches: Anchoring Formula: Load Division Line (typ) NA =Number of Anchors Required.per Zone A"ch0f1f19 Zone (typ) P =Design, Pnssure (Psf) Example: 36" wide X 80" high Design Pressure = 65 psf FV = 235 lbs. Al = 4.5 sf A2 = 7.75 sf A1,..A2:= Area (sq. feet) per zone ` FV, = fastener Shear Value-(ibs.) MA1=Al'P/FV NA2=A2`P/FV " NA1 = Al • P / FV NA1 = (4.5)(65)l235 = .1.3 (round up'to 2) NA2 = A2 • P / FV NA2 = (7.75)(65)/235 = 21 (round up to 3) Therfore, a minimum of 2 anchors in zone Al and 3 anchors in zone A2 are required (8 total). rAnchoring Zone(typ) Load Division line (typ) Example: 72" wide X 96" high. Al Al ' Design Pressure =_65 psf 1 FV = 235 Ibs; Al = 4.5, sf A2 = 19.5 sf NA1 ='A1 ' P / FV A2 A2 NA1 = (4.5)(65)/235 = 1.3 (round up to 2) ` NA2 = A2 ' P / FV NA2 = (19.5)(65)1235 = 5.4 (round up to 6) / Therfore, a minimum of 2 anchors in each zone Al and 6 anchors in each zone A2"are required (16 total). i f Double Door / Single Door w/sidelites Note: A2 load is conservative since loads supported by astragal are not considered. 6/17/2002 L)r,i&l l F. Sr-h, Hadt, P.E. Flerida Lcansa 1`k4 43409 19506 French Lace Dr. page 1.cf 2 Lutz, FL 33558 8 DoorCraft ® GLADIATOR WOOD EDGE OPAQUE INSULATED STEEL DOOR 0UT-SWING /INSWING6-8UNITS W/6WiOUTSIDELITES - - 37,50" MAX. 53.0" MAX. - 53.0" MAX. OVERALL WIDTH OVERALL WIDTH 7 OVERALL WIDTH w x rr J N v r X X 0 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT -SWING OUT -SWING OUT -SWING POS. 53. 0 NEG. 57.0 POS. 53.0 NEG. 57.0 POS. 53.0 NEG. 57.0 IN -SWING IN -SWING IN -SWING POS. 48. 0 NEG. 48.0 POS. 45.0 NEG. 48.0 POS. 48.0 NEG. 48.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WIND86RNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 77. ^?rJAT o 1U TIi G 1.' 74" MAX. 105.25" MAX.' OVERALL FRAME WIDTH OVERALL FRAME WIDTH X X DESIGN PRESSURE RATING OUT -SWING POS. 53. 0 NEG. 57.0 IN -SWING POS. 48. 0 NEG. 48.0 0 X X 0 DESIGN PRESSURE RATING OUT -SWING POS. 53. 0 NEG. 57.0 IN -SWING POS. 48. 0 NEG. 48.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHE_TS ARE 25 GA. (0.018") MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE SIDELITE GLAZING IS 0.5" INSULATED GLASS BY COL. 5. THE WOOD JAMBS ARE A MIN. 4-9/16". 6. !THE THRES,,OLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). - 7. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE 11 WITH A 161 EDGE PREP AND A MINIMUM 1.0" DEADBOLT THROW. i JUNE 28, 2002 Lyndon F. Schmidt hIorda P, E. No. 43409 19506 French Loce Dri,:e Lutz, FL 33558 Z C4 CD n nU'QQc Z302 2Z vi 3==O W I^ 2 I/ L/ BUILDING IIICONSULTANTS, INC813.659. 9197 SCALE IN. T.S. owe. By: RW cHK. i RW DRAWING NO.: JW-101- OC SHEET 1 OF_4_ 0 .1 8 1/2" DRYWALL 3TYPE ANCHOR 3•• MAX 18" O.C. - \ T j• TYPE ANCHOR I I 1/2" DRYWALL 1 x 2 FlRRINC -• C' MASONRY LINTEL 9 _ , I. - i • J OO 1 x 2 FIRRING 6 MASONRY LINTEL :D 0 2X B( 10 UCK 1. ,` Li J CONCRETE EXTERIOR INTERIOR '- ". MASONRY BLOCK Cl) im I N- 3/16" TAPCON TYPE ANCHOR INTERIOR W W - ELCO TAPCON OR .EQUAL 235 LB. SHEAR RATING) If 8 x 2-7/2' I n x d 3 I6" TAPCON PFH WS GccOHEADJAMB O V' j HEAD JAMB 70 1X SUB -BUCK 1 Ze• TO 2X SUB -BUCK CL - o. 1/2" 11IRRING DRYWALL - 112" DRYWALL Q X 'BUCK O N 'I 4 - ? j O CV 1 x 2 FIRRING IF— 1 x 2INTERIOR = co1 - I T 16.00. MA%.Z Z ' LU = V r Z N t[) L // 8 x 2-1/2" 3/16" TAPCON PFH WS 1. ' C'') . CONCRETE MASONRY BLOCK - V7 ry Z Z LJ 3/16' TAPCON - W O TYPE ANCHOR. EXTERIOR -• p U z - LJ00L O d ss' MAX. 0 3116" TAPCON n. - .15' MIN. -0 O 25" MIN. SHIM SPACE - Y' o TYPE' ANCHOR EMS. EMS. (n } O e 5 MAX; ELCO TAPCON OR EQUAL LjL M SPACE O Z I.15 MIN. Q (235 LB. SHEAR RATING) O EMB. Z _ _ --.: _ EXTERIOR Oi VERTICAL SIOE JAMB u 1.2E' MIN. 70 2X SUB -BUCKEMB. - 2 X INSTALLATION VERTICAL SIDE JAMB ¢ z 4 70 1.X SUB -BUCK " 6.0 5.0 o_ . - T: 6 0'. 6.0' U( BUILDING 3 Q 3 Q CONSULTANTS. INC 3.0 3.0" 1 3 0" 3.0•• 813.659.9197 e - 1 X INSTALLATION r oATE: 6/0502 SCALE: NTS I76 DWG.. BY - WLN 18 x 2 1/2" NOTE: 1' - 3/I6- TAPCON DMWING NO.: - PFH WS A minimum clearance or 2.0" for .all anchoring screws to mortar joints must be maintained. ANCHORING OF SIDELITE TO 2X BUCK ANCHORING OF-SIDELITE THROUGH 1X BUCK SHEEP 2 OF ¢ g.. zmMASONRYLINTEL1 2 FIRRING DRYWALL MASONRY LINTEL U vC> m L p' - 3" MAX 1B" O.C. t— " ci 2. "-' 3/16" TAPCON DRYWALL I U1 M TYPE ANCHOR J 4= I c: i 3/16" TAPCON 1p\,, EXTERIOR W t INTERIOR TYPE ANCHOR o cco M A 1X BUCK O n MAX. C!) 25 N=- # 82 1.75' x CONCRETE - - MASONRY BLOCK SHIM: SPACE PFH WS EXTERIOR 3.25' 1• 1 I HEAJAMB 2XD1JTDSUB-BDGK 3. b 2X BUCK DRYWALL 15"- MIN. a a _ .. < r 1Z HEAD JAMB - i0 1X SUB -BUCK C- SINK 1 z 2 FIRRING 3 r INTERIOR w O Q 1X BUCK ct O16. 0, — D, YWALL 15" MIN. o w O.C. 1 x 2 FIRRING C-SINK 1— - 8 x 2-1/2" Po PFH WS INTERIOR 3/ i6" TAPCON - EXTERIOR o m TYPE ANCHOR Z CONCRETE MASONRYBLOCK 1 25" MAX. SHIM SPACE z 3/ 16" zTAPCON 1. 15" MIN. p TYPE ANCHOR EMS. X7 RIOR O 03/16" TAPCON 1. 25" MIN. TYPE ANCHOR EMB. ELCO TAPCON OR EQUAL a 235 LB. .SHEAR RATING) 1.25" MIN. 3 VERTICAL SIDE JAMB p cm EMS. 25 MAX. SHIM SPACE TO 2X SUB -BUCK v Z 9 X INSTALLATIO VERTICAL SIDE JAMB 60 " 6. 0" 3/ 16" TAPCON TYPE ANCHOR. 1 - TOX LICK J SUB B ELCO TAPCON OR EQUAL 235 LB. SHEAR RATING) 6 0" 6 0" 3. 0" IS 112' 011 r 2 PMwS ANCHORING OF SIDELITE 70 2X RUCK- jamb is required all anchoring screws to allow for min. edge spacing for Topcon'. to mortar joints -must be maintained. 1 X INSTALLATION - — type. anchors, '. ANCHORING OF SIDELITE THROUGH 1 X RUC — 1. When,using a IX sub -buck a 6-9/16" 2. A minimum clearance of 2.0" for V- I 4 9 I M I V- 14 BARYRt9E WW, CI.EAK OF CIRCUIT COURT SEIIINOLE CDUN7 BK 06084 FAGS 12(t()— I ,2G I Building Permit No.: CLERK'S i1 2*006007960 KWWtA Ol/19/2006 06t28tA AN Parcel Identification No.:25-19-30-5AG-1204-0100 RE' MIN8 FU-S IL SO RECI31M BY t holden PREPARED BY: Kurt Forrest Brewer, Es CERTIFIED COP' RETURN "IOy- 3a a5 First American Title Insurance Co. MAqYAN M RAttn: Deborah Becom CLER UIT O 813 Deltona Boulevard, Suite A SET ,. Deltona, FL 32725 NOTICE OF COMMENCEMENT l . CLE#2K, STATE OF FLORIDA MAR COUNTY OF SEMINOLE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1) DESCRIPTION OF PROPERTY: Lot 10, Block 12, TIER 4, E.R. TRAFFORDS MAP OF THE TOWN OF SANFORD, according to the plat thereof as recorded in Plat Book 1, Pages 56 through 64, of the Public Records of Seminole County, Florida. 2) IMPROVEMENTS GENERAL DESCRIPTION: Renovation of Single Family Home 3) OWNER INFORMATION: a) NAME AND ADDRESS: J. Kirt Huggins, Trustee and Fae Moxley, Co -Trustees of The Oak Avenue Trust, a Florida land trust PO Box 1267 Winter Park, FL 32790 b) PHONE NUMBER: (407) 330-1125 c) FAX NUMBER: (407) 330-1134 d) INTEREST IN PROPERTY: Fee Simple 4) CONTRACTOR: a) NAME AND ADDRESS: Huggins Development, Inc. b) PHONE NUMBER: 407-330-1125 c) FAX NUMBER (OPTIONAL. IF SERVICE BY FAX IS ACCEPTABLE): 407-330-1134 5) SURETY (1F ANY): N/A a) NAME AND ADDRESS b) PHONE NUMBER: c) FAX NUMBER (OPTIONAL. IF SERVICE BY FAX IS ACCEPTABLE): Book6084/Page1200 CFN#2006007960 d) AMOUNT OF BOND: $ , a) NAME: Colonial Bank, N.A., ATTN: Scott P. McBride b) ADDRESS: 105 W. Colonial Dr., Orlando, FL 32801 c) PHONE NUMBER: (407) 640-0546 . d) FAX NUMBER (OPTIONAL. IF SERVICE BY FAX IS ACCEPTABLE): (407) 648-2121 7) PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED`BY SECTION 713.13(1)(a)7., FLORIDA STATUTES: a) NAME: Colonial Bank, N.A., ATTN: Real Estate Administration b) ADDRESS: 201 E. Pine St., Ste. 701, Orlando, FL 32801 c) PHONE NUMBER: N/A d) FAX NUMBER (OPTIONAL, IF SERVICE BY FAX IS ACCEPTABLE): N/A 8) IN ADDITION TO HIMSELF, OWNER DESIGNATES THE FOLLOWING PERSON(S) TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED IN SECTION 713.13(I)(b), FLORIDA STATUTES: a) NAME: Colonial Bank, N.A., ATTN: Real Estate Administration b) ADDRESS: 201 E. Pine St., Ste. 701, Orlando, FL 32801 c) PHONE NUMBER: N/A d) FAX NUMBER (OPTIONAL. IF SERVICE BY FAX IS ACCEPTABLE): N/A 9) EXPIRATION DATE OF NOTICE OF COMMENCEMENT (ONE YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED): July 6, 2007 s Date Signed The Oak Avenue Trust, a Florida land trust By: _ J. STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was sworn to, subscribed and acknowledged before me this 6th day of January, 2006, by J. Kirt Huggins and Fae Moxley, as the sole Trustees and authorized signatories of The Oak Avenue Trust on behalf of such trust and the beneficiaries thereof. They have each produced valid Florida drivers licenses as proper identification or are personally known to me. oG (lest Qe / aMissiaN •,s. Kurt Forrest Brewer, Notary Public cP guy Zt .., s My Commission Expires: 919 / /0'7 Book6084/Page1201 CFN#2006007960 GENERAL NOTES: 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE IEPCIOSNOHODRNSADRESNRCDRNS ALLDIISCRANEITEAWIGNXITIIGONICONDITIONSTOTHEARCHITECTPRIORTO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY LOCATE AND BUILD INTO THE WORK ALL DEPRESSIONS AND PITCHES AS MAYSREOREQUIRED TO ATTAHANGERS, H AND RS, SLABACCOMMODATE OTHER WORK. 4. ARCHITECOT AND MAY AS INSTRUMENTS USED OR REPRODUCEDWITHTHE PROPERTY WRITTENCONSENT OFTHE ARCHITECT. - 5. TYPICAL AND AND SECTIONS CONSTRUED O APPLYTO ANY SIMILAR INTENDEDTIONO BEELSEWHEREIN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 6. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2500 PSF SOIL BEARING CAPACITY. CONTRACTOR RIOR ACTORMENCIN EWORK.NY DIFFERING CONDITIONS TO THE ARCHITECT 7. THE OWNER WILL PROVIDE CONTRACTOR WITH A SOIL'S INVESTIGATION REPORT AND ANALYSIS. ALL REQUIREMENTS FOR THE SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTSARESPECIFIED. SO LS EXPLORATIONFINFOORMATION MAADEE AVAILABLE OTO THE CONDTIRACTOR. 8. IT ISTHE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. FRAMING: 1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. OPTION: MTL. FRAMING AT INTERIOR 2. ALL STRUCTURAL WOOD MEMBERS SHALL BE NO, 2 S.P. STUDS AND HAVE A MINIMUM EXTREME FIBER STRESS IN BENDING (FB) = 1200 PSI AND MODULUS OF ELASTICITY OF 1, 600,000. 3. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED: A. STRUCTURAL. LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIDE - NO. 2 OR BETTER. B. STUDS SIZE 2" TO 4" THICK X 2" TO 6" WIDE -STUD GRADE. C. STRUCTURAL JOISTS AND PLANKS SIZE 2" TO 4" THICK X AND WIDER - NO. 2 OR BETTER, D. LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 6" WIDE -STANDARD OR BETTER. 4. NOT USED 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. 6. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT - DIP GALVANIZED TO ASTM A-153-80. 7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 8. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 9. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND AITC 100. 10. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY TRUSS MANUFACTURER'S REGISTERED ENGINEER. 11. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFACTURER TO ENSURE ADEQUATE BEARING IS PROVIDED AT END REACTIONS OF ALL GIRDER TRUSSES. 12. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH AN ENGINEER'S SEAL FOR REVIEW BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE MANUFACTURER SRLICENSETTO FABRICATOE TR SSOES UTL IZIING TENCONNECTOR SYSTEM PROPOSED. 13. TRUSS ENGINEERING TO INCLUDE ALL REACTIONS FOR GRAVITY, UPLIFT OF MOMENT ON EACH TRUSS DESIGN. 14.SHOWINOG SIZECSHAPE ANDALAYOOUT PRIORI TOTSOUBMITTALFOR R VIIEW BYYTHEGS ARCHITECT ANDBEFORE FABRICATION HAS BEGUN. 15. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO COMPLY WITH TPI BWT - 76 & HIB - 91. . 16. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR OR ANOCHORS`TO BE APPROVEDBY ARCHR HURRICANE CLIPS ORANCHORS. CLIPS 17.A SMOOTH UNBROKEN CONDITIONS SWALLALIGN TRUSSESFROMFLOORTO CEEIILINGPROVIDE 18_BE DOESIGNEDI TO ACT ASASOHEAR DIAPHRAGGM ADEQUATE BRACING SHALLD, SHALLALSOBE PROVIDED BETWEEN TRUSSES FOR THE DIAPHRAGM ACTION. 19. CONTRACTOR RESPONSIBLE FOR THE PERMANENT BRACING AND ATTACHMENT OF ENGINEERED TRUSS TO THEIR SUPPORTING ASSEMBLIES. 20. CONTRACTOR TO VERIFY CONTINUOUS TIE DOWN CONNECTIONS FROM ROOF ASSEMBLIES TO ROOF/FLOOR SUPPORTS TO PERMANENT FOUNDATIONS. n COVERNOTES-RESIDENTIAL(CENTRAL) 1 /8" = V-0" U 0 w o aZ ON Z w0 Er QprNiWmw`.. z O 8 (ifw QLud W D W 0 o N vJ L E O U U A Jj l OQV N C Q m O O D C co Q m O 0) Q1 U_ O O NC: Lo U N N 'V, N O CD C7 CO C m00 O U) , zr q = Revisions No. Desc. I Date W z z a W Z Q O Y Q O Lo Z Y O 1 G Z WCOVERSHEETAl GO Scale' 6:, 55 P. M, 1/8" = 1'-0" H I IDEAS AND DESIGNS REPRESENTED HERE ARE THE SOLE INTELLECTUAL PROPERTY OF HOME DESIGNERS GROUP, INC. AND ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS ELECTRICAL LEGEND Ceing Mounted Lght G Pull Chan Light Recessed Light l®l Well Mounted Light A'all Man Recessed Duplex Receptacle 220 v Receptacle ill hot, 112 switched A? Water Proof Receptacle Floor Receptacle g Pre Wre for Clg. Fan GFI Ground Fault Interupt Wall Switch 1-1 "itch gmmer Switch b Telephone Jack Cable Jacky Pre Wre Garage Door Opener FlourescanrLght - Elearical Panel c me Door Bell/Garage No, Switch L Disconnect Switch Electrical Meter OS.D. Smoke Detector GiligFan Wall Sconce Dandefer b IC Intercom Spot Light Flush Mount Fluorescent Light O®, FanlLight Combination Motor speaker dJund"i Six Track L gh[nq p Theatrical Strip NOTES: t. Omer ter verify exact location of fioor outlets n ram 2. Looatlon offitlures and/or outlets are suggested locations and meet most local code requdements- Adeitions or adjustments may be ade between Dane. and Build,,the field. or by Home Designers Gr000. inc aadditional—ices. n ELECTRICAL LEGEND 1 /8" = 1'-0" xls1'I 1G ` 1;x15"I 1G I , GFl f Nh l XI I 1C b L 2X8 t;AM 51lJk N/ blip Upp{2 GABS w b 1JI _}2L_L_M _ \ I 2AtJG1i N yr b GO. 8" GOLS. 20Cc8' I I \ a hr GF r he A{26H 20Cn8\ 28Cv8 AQT2 A/GYN 2cMOV'c WALL 5 I I 1%x1511IJG b L 2X8 8D \ 2Co(fl8 20CD8 ll'xdq Noob M1L 00 1 13 b_j20_OM 2 k— x AI• U zu x Q a z O a 0 W LLI O W I z >of Z NOTE: L w Q a w ALL RENOVATION TO lJ LU & N STRUCTURE IS AESTHETIC AND DOES NOT AFFECT EXISTING STRUCTURAL COMPONENTS. WINDOWS U) ARE EXISTING UNLESS NOTED o N = C. OTHERWISE Q Y Xm O M W v onO L l_ .,. C V N .) 0 p N Oa a) O O Cl) CO N 2 Revisions No. I Desc. Date Z SD A Al LU w O vh1re^ f ~"2 r4* I ' k. C u..tr „, . 2.7 x r '" f 1 11.r,.d, 1 a t P Q H IY i Q jOO G LU 25MOV5 NIQbON Alb 1 LU IIJh ALL 2-2C C 8 1 `'T FLOOR PLAN n 1 ST FLR. 1 /4" = 1'-0" bt;Go A1 Ivy pCblM l A101 T, kale As indicated ' ALL IDEAS AND DESIGNS REPRESENTED HERE ARE THE SOLE INTELLECTUAL PROPERTY OF HOME DESIGNERS GROUP, INC. AND ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS 6!2f)Q6,j3:26:56 tPM ELECTRICAL LEGEND Ceiling Mounted Light T7 Full Chain Light PG Recessed Lghl N Wall Mounted Light Wall Wash Recessed Duple+:Receptacle 220 V Receptacle 41 1l2 hot. trz swhched Wp Water Proof Receptacle Floor Receptacle Pre Wre for Clg. Fan Ground Fault lnterupt GFI Wall Switch 3-Way Switch Demmer Switch Telephone Jack H Cable Jack Pra-Wre Garage Door Opener Flo —scam Light Electrical Panel Chime Ffl Door BollGarage Door Sxitch Qsc —1 Switch El —cal Meter OS.D. Smoke Detelf" Ceiling Fan 170 Wall sconce Chandelier b IC Intercom spot Light Flush Mount Fluoresces Light O® Fn.4ight Combination Motor 7 speaker Junction Be, Track Lighting Theatrical strip NOTES: t. Omer to verify exact location effect outlets in Id. 2. Lecolid, of fixtu,as snorer orttlets are sucg.xtad ll and et most local code raquremxhls Pddi ", or adjustments may be trade be—n O.vner and Bu ld=r' the f Id. by Home Designers Group inc as additional sa cos. 2 ELECTRICAL LEGEND-2 1/8" = 1'-0" NOTE: ALL RENOVATION TO S-;TRUCTURE IS AESTHETIC AND DOES NOT AFFECT EXISTING STRUCTURAL COMPONENTS. WINDOWS ARE EXISTING UNLESS NOTED OTHERWISE MASTER BATH NOTE: ALL DIMENSIONS FOR WALL PLACEMENT IN MASTER BATH AREA ARE APPROXIMATE FIELD VERIFY ALL DIMENSIONS. n 2ND FLR. 114" = 1'-0" ALL IDEAS AND DESIGNS REPRESENTED HERE ARE THE SOLE INTELLECTUAL PROPERTY OF HOME DESIGNERS GROUP, INC. AND ARE PROTECTED UNDER FEDERAL U w z o wo & LU <rn0 wLUw Z° O crw-cl¢ wU 2LLI LLJ o w0 N E O U Y - OX D morn U 0O) C LfW MN Q-LLNN N N O O o o co co (L) C)ti E C) 0 0r- Revisions No. I Desc. Date W z a W z a o Y Q O L0 z LU 2ND FLOOR PLAN Al02 Scale As indicated':' LAws/33,26:56 PM'