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Home My WebLink About615 Grovewood Ave 04-574 WindowsCITY OF SANFORD PERMIT APPLICATION Permit # • ' S 1 / Job Address: % I S G ao i rc YJ o o d 31773 Description-of,Work: f2£(ACEMCA)- y 31= WinJ OvJ 177 ' a wi Jo JS"1 ata e 2(i0 Historic District: Zoning: Value of Work: $_ O 0 0, 0 0 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration 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 V Commercial Industrial Total Square Footage: Coiiitruction Type: Vi"tJ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Date: A) FO/ d I=L Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Q A o (Z . 1q(Z Tt A) t_ Z GIs G2oJFt.Ioocl! 41c, ,imP,aJ it- 32.773 Phone: (407) 321-5392 !;u r Contractor Name & Address: 64 3'7) $ S S — 6 I (e ( (V State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Contact Person: 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 Signature of Ownei De4,AIJv k I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. lI -2`-03 Date Signature of Contractor/Agent IJ1Z tgn re of Notarota% URe ofFIFLORENCEA. DE GRAVEDate w MY COMMISSION # DD 164260 EXPIRES: November 12, 2006 Owner/ Agent is onafly I out6utB tuD Services c ProducedlD Print Contractor/Agent's Name Date Signature of Notary -State of Florida Date Contractor/ Agent is _ Personally Known to Me or Produced lD APPLICATION APPROVED BY: Bldg F 0 --3 _o 3 Zoning: Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) v CITY OF SANVORD BUILDING CONSTRUCTION CONTRACTING OW, NER/BUILDER AFFIDAVIT 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 dgect, 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 1 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, A"rw 1 d. 'C , 41e; «I £L , 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. Owner/Builde Date JJ/ JSignature / 1 £ S fJdl /O ! L l7 2 f 7— a15 NorVM1/ m~ 'y Print Owner/Builder Name a I m> o Signature of Notary —State of Florida Date 2 n 9-7- co V5 0 m o v Z. 6 O Owner is Pers pall,y Known to Me or has z u a o M Produced ID . l o m Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL d Back > 1 Seminolr C(mnty j 4. ivprrijv Pmrr r rYKt i Y Sanford Fl. 32771 4f171i63-?,SIN+ 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-505-0000- Tax District: S1-SANFORD 0270 Number of Buildings: 1 Depreciated Bldg Value: $72,332 MARTINEZ OSVALDO 00 Owner: R & IVONNE Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: PO BOX 950224 Land Value (Market): $14,000 City,State,ZipCode: LAKE MARY FL 32795 Land Value Ag: $0 Property Address: 615 GROVEWOOD AVE Just/Market Value: $86,332 Subdivision Name: GROVEVIEW VILLAGE 1ST ADD REPLAT Assessed Value (SOH): $70,420 Don 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $45,420 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $913 WARRANTY DEED 03/1984 01534 1894 $59,900 Improved 2003 Taxable Value: $43,770 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Units Unit Price Land Value LEG LOT 27 GROVEVIEW VILLAGE 1ST ADDMethod REPLAT PB 26 PGS 4 TO 6 LOT 0 0 1.000 14,000.00 $14,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1984 6 1,868 1,347 CONC BLOCK $72,332 $78,197 Appendage I Sqft OPEN PORCH FINISHED / 16 Appendage / Sgft GARAGE FINISHED / 505 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. re_web.seminole_county_title?parcel=10203050500000270&cpad=grovewood&cpad_nunl 1 /26/2003 Architectural Testing AXNIAlh1WWDA 101/1.S.2-97 TEST REPORT Rendered to: SILVER LINE BUILDING PRODUCTS CORPORATION One Silver Line Drive North Brunswick, New Jersey 08902 Report No: 01-39154.01 Test Date: 03/26/01 Report Date: 05/07/01 Expiration Date: 03/26/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted to witness tests on a Series/Model 211012160, PVC single hung window at Silver Line Building Products' test facilityinNorthBrunswick, New Jersey. The samples tested successfully met the performancerequirementsforthefollowingratings: Test Specimen #1 H-R2.5 52 x 73; Test Specimen #2H-R45 36 x 62*. Test specimen descriptions and results are reported herein. r_;1} General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with AANLA1NWWDA l0I/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and GlassDoors. Test Specimen Description: Series/Mod e1211100 2160 Type: PVC Single Hung Window Test Specimen #1: H-R25 52 x 73 Overall Size: 4' 4" wide by 6' 1" high Active Sash Size: 4' 2-1/8" wide by 2' 11-7/8" high Fixed Daylight Opening Size: 4' 0" wide by 2' 94/2" high Screen Size: 4' 1" wide by 3' 0" high 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax. 717.764,4129 www.testati.com 0,d aza9az0tti:ol cli"I DO z WOHJ SS:2T £002-2-d3S AL f Test Specimen Description: ContinuedP (Continued) Test Specimen f#2: H•R45 36 x 62* 01-39154.01 Pap 2 of 5 Overall Size: 3' 0" wide by 5' 2" high Active Sash Size: 2' 10" wide by 2' 6.1/4" high Fixed Daylight Opening Size: 2' 7-3/4" wide by 2' 3-3/4" high The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The window utilized 518" thick sealed insulating glass units fabricatedfromtwosheetsof1/8" thick clear annealed glass and a spacer system. The lites were interior glazed onto silicone bedding and secured with PVC snap fit glazing beads. Weatherstripping: Desc_ rivtion uanti Location 0.25011 high by 0.270" backed 2 Rows Stiles of active sash polypile with center fin 0.250" high by 0.270" backed I Row Active sash meeting railpolypilewithcenterfin 0.170" high by 0.187" backed 1 Row Sill polypile with center .fin 0.250" wide co -extruded I Row Bottom rail single leaf gasket Frame Construction: The frame was constructed of extruded PVC members with miteredandweldedcomers. The upright .sill leg was sealed to each jamb. The fixed meeting railwascoped, butted, sealed and fastened to the jambs with four screws per end. Sash Construction: The sash was constructed of extruded PVC members with mitered and welded corners. Screen Construction: The screen was constructed of roll -formed aluminum members with plastic keyed comers. The fiberglass mesh screen was secured with a flexible spline. S'd 962L292L0bZ:01 :WMIJ SS:ET £002-€-d3S r-- 01-39154.01 Page 3 of 5 Test Specimen Description: (Continued) Hardware: Description uanti Location Metal lock and keeper 2 One 9" from each end of active/fixed assembly meeting rails Balance assembly 2 One in each jamb Plastic tilt latch 2 One in each end of active sash meeting rail Metal pivot bar 2 One in each and of bottom rail Drainage: Descr iptio Ouanti Location 7/16" wide by 1-1/4" 2 One at each end of interior sill deep weepslot pocket draining into the interior sill hollow 1" wide by 1/4" high 2 One in each end of intermediate sill weepslot leg draining the interior sill hollow into the exterior sill hollow 3/8" wide by 1/8" high 2 One in each end of the sill face weepslot I draining the exterior sill hollow Reinforcement: All active sash members utilized a 5/8" x 1/4" solid aluminum bar. The fixed meeting rail utilized a custom roll formed 0.032" thick galvanized steel reinforcement. Installation: The test unit was installed into the 2 x 10 wood test buck with 2" long installation screws. The screws were spaced 6" from each corner and midspan of the jambs and head. The 3/8" long brick mould flange was set against a filler block. The exterior perimeter was sealed with silicone. 9'd 962L292L0b3:01 :WONA SS:RS 2002-2-d3S 01-39154.01 Page 4 of 5 r Test Results: The results are tabulated as follows: Paraaraoh Title of Test - Test Merhod Results Allowed Test Specimen #1: H-IZ5 52 x 73 2.2.1.6.1 Operating Force 27 lbs 30 lbs max. 2.1.2 Air Infiltration per ASTM E 283 (See Note # [ ) @ 1.57 psf(25 mph) 0.1 cfm/ft- 0.3 cfin/ft' max. Note #1: The tested specimen meets (or exceeds) the performanceAAMAIArWWDA101/1.5. 2-97 for air infiltration. levels specified in 2.1.3 Water Resistance per ASTM E 547 (See Note #2) Note #2: The client opted to start at a test pressure higher than the minimum required. Testresultsarelistedunder "Oprional Performance". 2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note #2) 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 Ibs Active meeting rail 0.047/8% 0.5011/100% Bottom rail 0.04"/8% 0.501,/100% In remaining direction at 50 lbs Left stile 0.04"/8% 0.50"/100% Right stile 0.04"/80/0 0.50"/100% 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through AS No entry No entryTestA7 ' No entry No entry Lock Manipulation Test No entry No entry L ' d 962Z292Lat'ti-01 W0Nd 9S:€Z 2002-C-d3S AL - 11000 Test Results: Paragranh Title of Test - Test Method Test Specimen #1: H-R25 52 x 73 (Continued) Optional Performance Results 01-39154.01 Page 5 of 5 Allowed 4.3 Water Resistance per ASTM E 547 with and without screen) WTP = 6.75 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the fixed meeting rail) @ 37.5 psf (exterior) 0.15" 0.19" max. @ 37.5 psf (interior) 0.19" 0.19" max. Test Specimen #2: H-R45 36 x 62* Optional Performance 4.4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the fixed meeting rail) @ 67.5 psf (exterior) 0.02" 0.14" max. @ 67.5 psf (interior) 0.01" 0.14" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above .results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator_ For ARCHITECTURAL TESTING, INC: A - 6;A-- Adam Fodor Technician AF:nlb 01-39154.01 cEL &. MQtL'- i-c., - David G. Moyer, Vice President Director of Testing Services B ' d 962Z292,LOK :01 WONA 9S:2T 2002-2-d3S I DOCUMENT CONTROL. ADDENDUM 401-39154.00 Current Issue Date: 05/07/01 Report No.: 01-39154.01 Requested by: Peter Thornton, Silver Line Building Products Corporation Purpose: A 101/I.S.2-97 testing of Series/Model 2110/2160, PVC single hung window. Issued Date: 05/07/01 Comments: Certification copy of test report to Jeanie Pyor at NAMI. 61d 9622-292L00T:01 :WONA 9S:ZT 2002-2-d3E SIZES: Series 2110 Single Hung Windows are available in standard call sizes including: Width: 1, 1/2-3, 2, 3 Height: 2, 3, 4, 5, 6 Series 2110 Single Hung Windows are cus- tom made to fit existing openings within the ranges shown below. Exact Window Width:18" to 52" Exact Window Height: 24" to 73 1/16" 0 Id— s ind9m - r r vv, OPTIONAL LoE2 GLASS Provides year-round comfort while reducing heating and cooling costs. TILT SASH Sashes tilt in for easy cleaning from inside the home. GRILLES Optional grilles are available in several styles and patterns. i White or Beige. Color reproduced as closely as printing will allow. Fusion welded vinyl construction is strong and durable. It will not rot, peel, flake or corrode, therefore never needs painting. 1/2"exterior flange for easy installation into block construction. SASH Fusion welded construction for a strong weather tight seal at all corners. Bottom sash tilts in for easy cleaning from inside the home. WEATHERSTRIPPING Dual weatherstripping provides an energy efficient, virtually weather tight seal. GLASS 5/8" insulated glass is energy efficient. Save on utility bills. Optional LoE2 glass for the ultimate in year-round comfort and energy savings. Warm Edge Intercept® Spacer reduces condensation and improves performance. HARDWARE Cam action lock(s) and keeper(s) draw meeting rails together for a tighter seal. SCREEN Screen included for natural ventilation. LIFETIME WARRANTY