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Home My WebLink About604 Grovewood Avet' CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Description of Work: Historic District: Date: I' V G1 V S lJ , 2 U O Permit Type: Building _k__ 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 D Commercial Industrial Total Square Footage: Construction Type: e_ of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Contractor Name & Address: Phone & Fax: Contact State License Number: Z Bonding Company: ' Address: UL 0. h1mr—i 011 Mortgage Lender: Address: ' Architect/Engineer: + '{ -ohliwj Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated; I.ce t at o rk r n Ilat n cortsmegced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating c n ' i j s n 1 understaiid;tlrat a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS;,POOLS, FU R S, TANKS'; and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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 pefmit is verification that I will noti5 the owns •of�the property of the requirements of Florida Lien Law, FS 713. &J0 5 �,+. '• •Nor �lgnatweOwner/Agent Date Signature of Contractor/Agent Date igo: 1.Ta- ',►coq:' Print Ow e a Mn>0 X o $ (� 3 �• �, Signature of Notary -State of Flo4da Date w 0 y y. y• a � CV m N Owner/Agent is_ Pe n II Known to Me or 0 2 N a ,produced ID T� Z4 32b 96yO v6iwrri'• �( APPLICATION APPROVED BY: Bldg Z-V-lZoning: '"' (Initial &Date) Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) Special Conditions: �q,o0 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 farcn 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 1 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 awn 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 1 year after the construction is complete, the law will presurr;.e that. you built or substantially improved it for sale or lease, which is a violation of this exemption. You n,a.y not hire an unlicensed person to act as your contractor or to supervise people working on your It is your responsibility to make sure that people employed by you have licenses required by state law iiad. 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, , 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. caner/Builder Signature Date =�• Print Owner/Builder Name IS� g 3. Si�,nauirc of Notary—Blatt of 1=lorida Uate p N� Owner is Personally hnoven l0 :.xle or has Produced II) .- .� Lf3 r OFFICE COPY AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: NII HOME PRODUCTS, INC. PPR bY h.Qlo PIANS REVIEWED CITY OF SANFORD SERIES/MODEL: 740/744 TYPE: Aluminum Single Hung Window with Flange Title of Test Results Rating H -R45 53 x 73 Overall Design Pressure 45 psf Operating Force 23 lbs max. Air Infiltration 0.10 cfm/ Water Resistance 6.75 psf Structural Test Pressure +67.5 psf -70.8 psf Deglazing Passed Forced En Resistance Grade 10 Reference should be made to Report No. 01-40351.04 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Mark A. Hess, Technician -~ F NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 • FAX (407) 240-8882 IN -PLANT WITNESS STRUCTURAL PERFORMANCE TEST REPORT Report No. NCTL-310-0005-5.1 Test Date: 07115198 Report Date: 08103198 Expiration Date: 07130102 Revision Date: 09129198 Client: Metal Industries Home Products 650 West. Market Street Gratz, PA 17030 Test Specimen: Betterbilt, Inc.'s Series 'BB165/7401744"Fired Lite Aluminum Prime Window (F-050 72 x 72). This unit was flange mounted and is "valid for tempered glass only." Test Specification: AAMA/NWWDA 1011I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." Test Site: Betterbilt, Smyrna, TN, all calibrations were . performed before testing. TEST SPECIMEN DESCRIPTION General: The test specimen was an aluminum prime window measuring 72-1 /4" wide by 72-114" high overall. The fixed lite was glazed to the frame members, providing a viewing area of 69-118m wide by 69-1 /8" high. The frame was of double screw (#8x5/8) butt -type corner construction. From the interior view the left corners were sealed with small joint sealant and the right corners employed gasket tape. Glazing: The lite was interior glazed using 8116" clear tempered glass with a butyl tape back. bedding, a vinyl bulb gasket, and an extruded aluminum glazing bead. The glazing bead was fastened with #8.x7/8 screws every 8". Weatherseals: No weatherseals employed. Weeps: No apparent weeps employed. Interior & Exterior Surface Finish: Mill finished aluminum. . Sealant: The l h,l .' eft frame corners were sealed with a small joint sealant and the � t4�me•co employed gasket tape. :' ,• � _�'• . �- . rw 6A.. 4 `J : ^. PROFESSIONALS IN THE SCIENCE OF TESTINGSO :rti C. Metal Industries Home Products For. No. Title of Test & Method 2.1.2 2.1.3 2.1.4.2 2.1.8 4.3 4.4.2 -2- NCTL-310-OOO5-5.1 TEST RESULTS Measured Allowed Air Infiltration - ASTM E283 1.57 psf (25 mph) Pass Water Resistance - ASTME547 5.0 GPH/FT' wTP= 3 00 psf No Leakage Uniform Load Structural - ASTM E330 30.0 psf Exterior 0.000" 30.0 psf Interior 0.000" ` Forced Entry Resistance (see Appendix A for results) OPTIONAL PERFORMANCE Pass / Fail No Leakage 0.285" 0.285" f�Tl? qM, :_A Water Resistance - ASTM E547 5.0 GPH/FT' wTP= 7.50 psf No leakage No Leakage Uniform Load Structural - ASTME330 75.0 psf Exterior 0.000" 0.285" 75.0 psf Interior 0.000" 0.285" No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 07/15/98 The tested specimen meets (or exceeds) the performance leaels specified in Table 2.1 of AAMA/NWWDA 1011I S.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the F-050 72x72 product designation. �•.,. ^ ;v hrr BN:� ... • Metal Industries Some Products -3 NCTL-310-0005-5.1 Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years. The results obtained apply only to the specimen tested No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. 79ais report does not constitute certification of the product which may only be granted by a certification program validator. NA77ONAL CER77=D TESTING LABORATORIES Wayne Breighner Manager, Great Lakes ^ Barry Pbrtnoy, P.E. 5767 Major Boulevard Orlando, FL 32819 n WB/amb Ref NCTL-310-0005-5.1 1 Metal Industries Home Products _4- NCTL-310-0005-5.1 APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588 97, `Standard Test Methods For Measuring the Forced Entry Resistance of Window;Assemblies, Excluding Glazing Impact." Test Results Paragraph No. Loads Duration Measured Allowed 10.2.4.2 N/A 5 Minutes No Entry No Entry . ``» may.►+' e• � .. • ''r. } 4 MI HOME PRODUCTS - PRIME ALUMINUM WINDOWS - -- INSTALLATION INSTRUCTIONS FOR "NAIL FIN" PRODUCTS MI Home Products appreciates your recent purchase of a maintenance free prime window, which will not rust, rot, mildew, or warp. • This is a quality product that left our factory In good condition — proper handling and installation are. just as important as good design and workmanship. ' Please follow these recommendations to allow this product to complete its function. 1. Handle units one at a time in the closed and loc�ed position and take care not to scratch frame or glass or to bend the nailing fin. 2. Set unit plumb and square into opening and make sure that there is 3/16" + 1/16" clearance around the frame. Fasten unit into opening in the closed and locked position, making sure that fasteners are screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operation of unit before any and all fasteners are set. 3. Use # 8 sheet metal or wood screws with a minimum of 1' penetration into the framing (stud). Place first screws (two at each comer) 3" from end of fin. For positive and negative DPs (design pressures) up to 35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18". Install load bearing shim adjacent to each anchor. Use shim where space exceeds 1/16'. 4. Flash over head and caulk outside perimeter in accordance with code requirements and good installation practices. 5. Fill voids between frame and construction with loose batten type insulation or non -expanding aerosol foam specifically formulated for windows and doors to eliminate drafts. The use of expanding aerosol type insulating foam, which can bow the frame, waives all stated warranties. 6. Remove plaster, mortar, paint and any other debris that may have collected on the unit and make sure that sash/vent tracks and interlocks are also clear. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acid solutions for clean-up, especially with insulated glass units as their use could cause chemical breakdown of the glass seal. Take care not to scratch glass; scratches severely weaken glass and it could eventually break from thenal expansion and contraction. Clean units with water and mild detergent as you would you automobile. - CAUTION - MI Home 'Products or its representatives are unable to control and cannot assume responsibility for the selection and placement of their products in a building or structure in a manner required by laws, statutes, and/or building codes. The purchaser is solely responsible for knowledge of and adherence to the same. MI Home Products window products are not provided with safety glazing unless specifically ordered with such. Many laws and codes require safety glazing near doors, bathtubs, and shower enclosures. Also be aware of emergency egress code requirements. Corporate Headquarters: 650 West Market St. CENTRAL FLOR .A B.O.A F. .�• . -,, � Gratz, PA 17030-0370` A NAS; • � �� c " .-' ,� 36 - (717 5-3300 �E77�h' a I LT / M/ &.AJ4 MATER LTi ,��a� , �r ► •�. ". _ •% 'ti- L DOCUMENT CONTROL ADDENDUM #0140486.00 Current Issue Date: 02/15/02 Report No.: 0140486.01 Requested by: William Emley, MI Home Products, Inc. Purpose: A 101/I.S.2-97 testing of Series/Model 744, aluminum picture window with vertical mullion. Issued Date: 01/02/02 Comments: Florida P.E. seal required on report. Report No.: 0140486.02 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMAJNWWDA 101/I.S.2-97 testing of Series/Model 740/744, aluminum picture window with vertical mullion, and installation fasteners through frame. Issued Date: 02/15/02 Comments: Florida P.E. seal required on all pages of report. Certification copy to John Smith at Associated Laboratories, Inc. L i Architectural Testing AAMA/NWWDA 101/l.S.2-97 TEST REPORT Rendered to: NII HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 ReportNo: 01-40351.04 Test Date: 10/22/01 And: 10/23/01 Report Date: 02/14/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744, aluminum single hung window at MI Home Products, Inc. s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H -R45 53 x 73 rating. Test Specification: The test specimen was evaluated in accordance with A 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. P. Test Specimen Description: Series/Model: 740/744 Type: Aluminum Single Hung Window With Flange Overall Size: 4'4-7/8" wide by 60-1/8" high Active Sash Size: 4'2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4'1-1/8" wide by 2'9" high Screen Size: 4'1-7/8" wide by TI 1-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.testati.com /S XXArorVq Iy 2oo z EN 01-40351.04 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Quantit * Location 0.330" high by 0.187' 1 Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187' 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187' 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187' 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed comers fastened with. two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rai)ramb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll formed aluminum members with plastic keyed comers. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware: Description Plastic tilt latch Metal sweep lock Balance assembly Screen tension spring Tilt pin n uanti Location 2 One each end of the interior meeting rail 2 13" from meeting rail ends 2 One per jamb 2 One per end of screen stile 2 One each end of bottom /.S' Fed4RvI4.4 206 ' Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. 0140351.04 Page 3 of 4 Installation: The test buck was fabricated from 2 x 8 #2 Spruce -Pine -Fir. The unit was secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Par g nh Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max, 2.1.2 Air Infiltration per ASTM E 283 (See Note #1) Q 1.57 psf (25 mph) 0.10 cf n/i 0.30 cfin/fl max. Note #l: The tested specimen meets (or exceeds) the performance levels specified in AAMAINWWDA 101/1 & 2-97for air infiltration. 2.1.3. Water Resistance per ASTM E 547-96 (with and without screen) WTP = 2.86 psf See Note #2 No leakage Note #2: The client opted to start at a pressure higher than the minimum required Those results are listed under "Optional Performance". 2.1.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) Ga 22.5 psf (positive) 0.20" max. 22.5 psf (negative) See Note #2 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail Bottom rail In remaining direction at 50 lbs 0.06"/12% 0.50"/100% 0.06"/12% 0.50"/100% Left stile 0.03"/6% 0.50"/100% Right stile 0.03"/6% 0.50"/100%. . i ' 01-00351.04 Page 4 of 4 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 thm A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry OQtional Performance 4.3 Water Resistance per ASTM E 547-96 ((with and without screen) WTP = 6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 (Measurements were taken on the meeting rail) (Loads held for 52 seconds) 45.0 psf (positive) 0.95* 0.29" max. 45.0 psf (negative) 0.79* 0.29" max. * Exceeds L/I75 for deflection, but meets all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) (Loads held for 10 seconds) g67.5 psf (positive) 0.14" 0.20" max. a 67.5 psf (negative) 0.16" 0.20" max. 4.4.2 @ 70.8 psf (negative) 0.19" 0.20" max. Detailed drawin s, 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: -�F� "�- /'Z" Mark A. Hess Technician MM:baw 01-40351.04 Allen N. Reeves, P.E. - - Director — Engineering Services r 740/744 SH & PW SERIES - MILE PER HOUR (MPH) MAXIMUM SIZE CHART r All Transoms (•1, 2, & 3-Lites) must be continuous frame. n Trar units must be a minimum of 110 tall. The maximum transom height is one half the width of the transom. Both E ; Hung & Picture Windows can be used in combination up to the maximi • izes listed above. Rev 7-16-02 MAXIMUM SIZES ALLOWED SERIESITYPE MPH ZONE(S) REQUIRED MULLION SINGLE UNIT TWIN UNIT TRIPLE UNIT 7401744 SH OR PW FIN OR FLANGE FRAME UP TO 140 MPH NIA N/A 63-11&'X 72-114" NIA NIA SNG GLZOR INS 7401744 SH OR PW VERTICAL ..:, FIN FRAME UP TO 130 MPH MULL NIA 63-118" X 72-114" 63-118" X 72.114" SNG GLZOR INS #V43- 7401744 SH OR PW VERTICAL 63-1/8" X 63" 53-118" X 63" FIN FRAMC UP TO 140 MPH MULL y <: t« <. •...; N/A OR OR SNG GLZOR INS 42" X 72-114" 42" X 72-114" 7401744 SH OR PW VERTICAL FLANGE FRAME UP TO 130 MPH MULL ?. %,�•:::.a NIA 53-1/8" x 72-1/4" 63-118" X 72-114" SNG GLZOR INS #V83 7401744 SH OR PW UP TO 140 MPH VERTICAL MULL>..,..; ; .. y,.,: NIA 53-118" X 63" 63-118" X 63" FLANGE FRAME OR OR SNG GLZOR INS #V83 42" X 72-1/4" 42" X 72-1/4" 7401744 SH OR PW HORIZONTAL FIN OR FLANGE FRAME UP TO 120 MPH MULL - N/A 53-1/2" X 72-114" 32" X 72-114" SNG GLZOR INS #H431H83 7401744 SH OR PW HORIZONTAL :..,., FIN on FLANGE FRAME UP TO 140 MPH MULL "'''' • :": NIA 45" X 72-114" 30" X 72-114" SNG GLZOR INS #H431H83 ?:-•: W/TRANSOM* W/TRANSOM* 7401744 SH OR PW SELF- FIN FRAME UP TO 120 MPH STACKING is <' ' 53-118" X 72-114" NIA NIA SNG GLZOR (NS SILL : }...:: -.. ... WITRANSOM * 7401744 SH OR PW SELF- , FIN FRAME UP TO 140 MPH STACKING. } : 48" X 72-114" NIA NIA SNG GLZOR INS SILL WIPRANSOM* 7401744 SH OR PW MULL #V83 ' ' FLANGE FRAME UP T0140 MPH (USED " 53-118" x 72-114" NIA N/A SNG GLZOR INS HORRONrALLY) W/TRANSOM r All Transoms (•1, 2, & 3-Lites) must be continuous frame. n Trar units must be a minimum of 110 tall. The maximum transom height is one half the width of the transom. Both E ; Hung & Picture Windows can be used in combination up to the maximi • izes listed above. Rev 7-16-02 Concrete or Masonry Opening v w v % v i 2! I Z •O � V p L c a. Perimeter Caulk, By Others Also between flange and buck y Head �m 41 I FlangeType window Head Topcon Caulk Between Buck and Masonry opening By Others Wood Buck by Others € I CC oGIwIQ w a 5 e p Class as Required e c Flonge Type Wlndaw Frame SRI Perimeter Caulk Sill By Others a Stool By Others Pre—Cast 501 —/ .v a v a V a E By Others Caulk Between Flange and Pre—Coat 5111 C Z. Anchor must be of sufficient length to provide 1 1/4" min. embedment' Into masonry or concrete. 3. CauIK between window flange and buck. 4. Caulk full perimeter of window. 5. If exact window size is not given, use anchor quantity for next larger window in chart. 6. Glass thickness will vary with window size and design load, and must comfy with ASTM E1300. 7. letter designations on the tapcon location chart indicate where anchors are to be Installed using the -elevation as a key. 8. All factory applied hales not designated for tapcon* should be filled with #8 screws of sufficient ith, to provide 5/8" min. embedment into wood buck. TAPCON * LOCATION CHART �wlO� y opening SIS OZE MANOW 10 FASTENER LOCATIONS Concrete ar Masan+ 0P36 TO OP32 OP52.1 TO OP70A Outside Oknenalon 1!' MIN. C PENETRATION 12 18 1/8 x TS A C Perimeter Caulk 13 18 1/8 x 37 3/8 A. C 14 18 1/8 x 49 5/8 A, C ti � Caulk Between 15 18 1/8 x 62 A. C A, B, C Flange and Buck 1 16 18 1/8 x 71 1/4 A, C A. S. C \ •' a v: d 1/2 32 25 1/2 x 25 A. C A, C 1/2 33 25 1/2 x 37 3/8 A, C A C 1/2 34 125 1/2 x 49 5/8 A. C A. 8, C 1/2 351 25 1/2 x 52 A, B, C A. B. C a d 1/2 36 25 1/2 x 71 1/4 A, B, C A, B. C A• Jamb 22 a v 23 36 6 37 38/ A 36 It 2 C A. C 24 36 x 49 5 C A B, C G 245 36 x 55 1/8 4 ti e' � A. B, C a A 25 36 x 62 A. B. C A. ae.c v 26 36 x 71 1/4 A, 8, C A. B. C. 0 "a'32 52 1/8 x 25 A. C A. C A SHIM „ 33 52 1/8 x 37 3/8 A. C AN B, C BUCK 4 ' °. a 34 52 1/8 x 49 5/8 A. 8, C A, 8, C 345 52 1/8 x 55 1/4 A, 8, C A. B. C. 0 35 52 1/8 x 62 A. B. C A. B. C. 0 Tapcon 36 52 1/8 x 71 1/4 A. B. C. 0 A. B. C, 0, E Inside Dimension Woad Buck By Others 0 0 Caulk Between Buck and Opening *'TAPCON' TYPE HARDENED MASONRY SCREWS ��' INCLUDE TAPCON, RAW, k SIMPSON GYMBAL `WSMA IL 0.461. Design Pressure values listed above are In PSF A 1L/itlRliACI' .K� as E •' ? Y t 1.4; ;;� � t1o. •Ir.:x C EXTERIOR ELEVATION 77 lam INSTALLATION INSTRUCTIONS & FASTENER SCHEDULE 740/744 SINGLE HUNG Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 I PARCEL DETAIL 1Itlt k. f11-0 Vit.cop Alt.. sr*3 O x 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 10-20-30-505-0000-0120 Tax District: S1-SANFORD Depreciated Bldg Value: $76,288 Owner: FISHER FRANCES Exemptions: Depreciated EXFT Value: $0 Address: 604 GROVEWOOD AVE Land Value (Market): $14,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 604 GROVEWOOD AVE SANFORD 32773 Just/Market Value: $90,288 Subdivision Name: GROVEVIEW VILLAGE 1 ST ADD REPLAT Assessed Value (SOH): $90,288 Dor: 01 -SINGLE FAMILY Exempt Value: $0 Taxable Value: $90,288 2003 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp CORRECTIVE DEED 05/2002 04409 1470 $100 Improved 2002 VALUE SUMMARY WARRANTY DEED 10/2001 04235 0436 $110,000 Improved 2002 Tax Bill Amount: $1,274 WARRANTY DEED 12/1999 03771 1525 $90,000 Improved 2002 Taxable Value: $60,199 WARRANTY DEED 09/1983 01488 1346 $58,400 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 12 GROVEVIEW VILLAGE 1ST ADD LOT 0 0 1.000 14,000.00 $14,000 REPLAT PB 26 PGS 4 TO 6 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1983 6 1,978 1,438 CONC BLOCK $76,288 $82,474 Appendage / Sgft GARAGE FINISHED / 500 Appendage / Sgft OPEN PORCH FINISHED / 40 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 Just/Market value. http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=10203050500000120,... 8/22/2003