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HomeMy WebLinkAbout1003 Mangoustine AveCITY OF SANFORD PERMIT APPLICATION s� .9zlb, Permit # ©� `� ` Date: 7 ,y- d S ael/ oti Address: C D 3 Clt:� 61Vu_u_ 5L �? Description,ofAVork: 7 U Lo 1 1C, tai S oOS �- — Ute Historic District: Zoning: Valu__e_oLW..or-ks$j 7 U 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 Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 0wwneus-IN ar C-&-Ad dress: 61_` Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address (Attach Proof of Ownership & Legal Description) State License Number: 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. is verif a o .that -I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. if mer/ gent- DaSignature of Contractor/Agent Date ;n. :r a s• a __ _ Print Contractor/Agent's Name Signature of Noiaiy.-State bfll:•1'dpidaA• ut UMM Date _ * MY COMMISSION # DD 164280 EXPIRES: November 12,2M Bonded Thru Budget Notary F'. Owner/AgentF.'ts _ Pers all Known to Me Produced ID IM ��"' kk SC Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: �D Zoning: (Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) 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 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 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 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 cades, and zoning regulations. i do hereby state that I am qualified and capable of performing the requested c nstruction involve 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 structur,., Print Owner• - - uilda-Narne 4 = o si Signature of NotaryFloridaState of FloriDate �� � s z' w z cn CS o cn r, m O Owner is Per �onaDlly Known to Me or has 1=, 0 ID Produced 1 N N Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHNSON, ern, ASA IIS PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101E. FIRST ST SAHFORD, FL 3=1-] 468 407-665-7508 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AH-0000-025E Number of Buildings: 1 Owner: MC KINNEY MARTHA A & TERRY J & Depreciated Bldg Value: $26,516 Own/Addy: KIBY-BENTLEY BARBARA Depreciated EXFT Value: $0 Mailing Address: 104 STERLING CT Land Value (Market): $7,108 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 1003 MANGOUSTINE AVE SANFORD 32771 Just/Market Value: $33,624 Subdivision Name: ROBINSONS SURVEY OF AN ADD TO SANFORD Assessed Value (SOH): $33,624 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $33,624 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/imp QUIT CLAIM DEED 05/2005 05741 1005 $48,800 Improved 2004 VALUE SUMMARY WARRANTY DEED 03/1989 02057 1296 $23,000 Improved 2004 Tax Bill Amount: $611 CERTIFICATE OF TITLE 02/1989 02045 0710 $37,000 Improved 2004 Taxable Value: $29,832 TRUSTEE DEED 04/1987 01841 0711 $31,000 Improved DOES NOT INCLUDE NON -AD VALOREM TRUSTEE DEED 02/1987 01822 0060 $100 Improved ASSESSMENTS WARRANTY DEED 07/1985 01659 1427 $3,500 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Unit Land g p Units Price Value LEGS 65 FT OF N 135 FT OF W 98 FT OF LOT 25 ROBINSONS SURVEY OF AN ADD FRONT FOOT & 65 98 .000 135.00 $7,108 TO SANFORD PB 1 PG 92 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1960 3 950 1,292 950 CONC BLOCK $26,516 $35,355 Appendage / Sgft UTILITY UNFINISHED / 126 Appendage / Sgft CARPORT UNFINISHED / 216 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=2519305AH0000025... 8/24/2005 MI Home Products, Inc. 650 West Market St. P.O. Box 370 (717) 365-3300 Gratz, PA 17030-0370 (717) 362-7025 Fax "e""'LANS REVIEWED ""'ITY OF SANFORD 7401744 SINGLE WNGRICTURE WINDOW MULLION INSTRUCTIONS WITH DESIGN LOAD CAPACITIES (ON BACK) • V43 Vertical/Nail Fin • H43 Horizontal/Nail Fin OFFICE • V83 Vertical/Flange • H83 Horizontal/ Flange • Self -Stacking Sill - Fin • V83 Used Horizontally - Flange STRUCTURAL VERTICAL MULLION #M-1948 — Nail fin type — 7 Foot NOTE: THIS MULLION IS—FOR 7' TALL UNITS (AND 6' TALL UNITS WHEN HIGHER DP's ARE REQUIRED) Step 1. Strip fins from windows where mulls are to be used. Step 2. Apply a bead of caulk in the mull to seal against window jambs. (740 7 40 SH Step 3. Place windows and mullions together as shown below. Step 4. The single hung jamb has an exterior track (screen area — bottom half of window) and an interior track (operating sash — upper half of window). In these areas only, drill 1/8" pilot holes through the jambs into the mullion, then re—drill the jambs only with 3/16" clearance holes. Holes should be spaced evenly not to exceed 18". Step 5. Attach windows to mullion using #8 x 3/4" sheet metal screws (not Included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Step 6, The gap between window jambs at the top must be flashed and caulked and preferably be covered by construction / overhang to prevent water leakage. A 3" long black plastic flashing clip which clips on the top edge of the nail fin is provided to help close this gap. Use ample sealant under and on the edges of this clip. Step 7. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to Inside. Fasten each clip tab to construction with two #12 x 1 1/2" screws for structural integrity. NOTE: FACTORY TWINNED UNITS ARE FURNISHED WITH A FULL LENGTH ALUMINUM DRIP CAP. THIS IS AVAILABLE AS AN OPTION; SPECIFY SECT5769 AND LENGTH SHOWN ON INSTRUCTION SHEET # MULLV436. 1 1/4 ---I Caulk full length (2 places) # 8 x 3/4" sheet metal screws t _•,___ _ _ ._� 3/t s" Clearance Holes — (Field Drilled) Exterior 1f6 DRIVE HOLES (MULLION) MA_ Home Products / Betterl3ilt MULL # M-1948 (reference) 0 I-] NOTE: DESIGN PRESSURE CAPACITY OF THIS INSTALLATION METHOD WILL VARY IN EACH SPECIFIC APPLICATION, DUE TO SPAN, SPACING, & LOAD, ADDITIONAL ANCHORS MAY BE REQUIRED. ro'' p a SCD m 12� 7��r_ .9. 3Ie CLEARANCE HALES `:.(JAMBS) 0 I-] NOTE: DESIGN PRESSURE CAPACITY OF THIS INSTALLATION METHOD WILL VARY IN EACH SPECIFIC APPLICATION, DUE TO SPAN, SPACING, & LOAD, ADDITIONAL ANCHORS MAY BE REQUIRED. NOTE: This is NOT an original (stamped) document. Please refer to Section "4501455!6501850 Mull Instr & DP Charts" for the original. MI HOME PRODUCTS VERTICAL MULLION UNIFORM LOAD CAPACITIES FOR ALUMINUM MULLION, PART H83 (SECT 5765), M-1948 & CM -65051 COMPARATIVE CHART IN UNIFORM PRESSURE - PSF WDW. WTH > MULL SPAN V 24.000 30.000 36.000 37.000 42.000 48.000 72.000 164 138 121 119 110 102 84.000 103 86 75 73 67 62 90.000 83 69 60 59 53 49 CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION (DIE NO.: H83, M-1948 & CM -65051) READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF WINDOW WIDTH DIMENSIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOW IN A SINGLE OPENING, NQT THE OVERALL WINDOW OPENING WIDTH. UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLE OPENING. CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING, PROVIDED WINDOW WIDTH AND MULLION SPAN ARE NOT EXCEEDED. Dmax = L / 175 INSTALLATION OF MULLION: MULLION MUST BE ANCHORED TO SUBSTRATE AT EACH END. CONNECTION MUST BE DESIGNED TO ADEQUATELY TRANSFER LOAD TO THE STRW.CTURE, SEE MANUFACTURER MULLION INSTALLATION DETAILS. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE. SUITE 6�. ? \� ` :� f(��\\ \TI ' \ CA030053 WINTER PARK, FLORIDA 32789 PHONE 407 622-6334 / FAX 407 622-6335 M HOME PRODUCTS, MI Home Products, Inc. 650 West Market St. P.O. Box 370 Gratz, PA 17030-0370 (717) 365-3300 (717) 362-7025 Fax 740/744/3740 SINGLE HUNG (FIN & FLANGE) IMPORTANT NOTE: When the 744 is sold to Lowe's, it is marketed under BetterBilt Series number 3740. When it is marketed to Home Depot, it is BetterBilt Series number 740. Test Reports • #01-40351.05 (Fin) #01-40351.06 (Flange) • Installation Instructions - Flange • Sample 110/120/140 MPH Labels r. . ­.._. MAXIMUM SIZES FOR 140 -MPH WIND LOAD SERIES 3740 SINGLE HUNG 53 1/8" X 72 1/4" FLANGE WINDOW 52 1/8"X 71 %4" FIN WINDOW I-, -------o---®ao----o-----0--e---®---v- SERIES 3740 PICTURE WINDOW 72" X 72" 96" X 48" 8" X 96" 84" X 52" 52" X 84" t1jlLHIN6 BLAHS E`FAMINrFn REVIEWED EOE CODE COMPLIANTCE KEEP THIS PLAN ON J03 MAY 2 1 2003 Building zoiiv-Jax., r! (A Examiner SI attire License No. AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744 Oriole TYPE: Aluminum Single Hung Window with Nail -Fin Summary of Results Title Test Specimen #1 Test S ecimen #2 Test S ecimen #3 AAMA Rating H -R35 47 x 89 H -R30* 39 x 90 H -R35* 39 x 90 Operating Force 25 lb max. N/A N/A Air Infiltration 0.12 cfrn/ft N/A N/A Water Resistance Test Pressure 5.30 psf N/A N/A Uniform Load Deflection Test Pressure +35.3 psf -47.2 psf +33.3 psf -34.7 psf +35.3 psf -47.2 psf Unifomi Structural Load Test Pressure +53.0 psf -70.8 psf +50.0 psf -52.1 psf +53.0 psf -70.8 psf Deglazing Passed Forced Entry Resistance Grade 10 N/A N/A N/A N/A Reference should be made to ATI Report No. 01-41979.01 for complete test specimen description and data. C3 WOOD COUSTRUCt IN INSTALLATION 165 & 740/744 CONVENTIONAL. "NAIL -FIN" * SINGLE HUNG / pw SIDING FLASHING BY OTHERS TRtt4/MCIULDING BY OTHERS INTERIOR - -�HIFATHING / USB MINIMUM — I INCH PENETRATION INTO STUD NOTE, SIDING AND TRIM ARE SHOWN FOR REFERENCE ONLY, BRICK, STUCCO, ETC., NOT SHOWN SIZE HEADER AS NEEDED 1/2' DRYWALL a -+"CLEARANCE CALL FDUR SIDES) WOOD / MARBLE ST012L BeftcwBfit DOORS AND WINDOWS l TRIM/MOULDING BY OTHERS SIDING BY OTHERS 7 r SHEATHING S 6 5'-O' 3_ _{ --� 7 3'-0' s EXAMPLE r� 1D M n �- 1/2' DRYWALL �- 1/2' DRYWALL INSTALLATION FASTENERS A SPACING% FASTENER REQUIREMENTS ARE DEPENDANT ON DESIGN PRESSURE - €# 8 SHEETMETAL SEE DOCUMENT TITLED `MI HOME PRODUCTS, PRIME ALUMINUM WINDOWS, fflUR WOOD SCREW INSTALLATION INSTRUCTIONS FOR NAIL FIN PRpIIUCTS' DATED p/2�3/b2 SILL RAISED SEAL STAMPED BY-MANUEL MARTINEZ (P.E.) #47182 SILL- DETAIL i_FAP_ .DESIGN PRESSURES UP TO 35. <120 MPH) DO NOT _ EXCEED 24' SPACING EWS. FOR DP's FROM 35.1 �50�C 'NAIL F,IN' ISAGENERIC TERM WH1eH OF FASTENING ST NINGPSCR 8 CORNER SCREWS W THINO31 OFl EACH CORNNER, MEANS 'MOUNTING G F ~ WIT TO BE CONFUSED WITH '112' FRONT FLANGE) 1 { Architectural Testing AAMA/NVV"A 101/1.5.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 650 West Market Street Gratz, Pennsylvania 17030-0370 Report No: 01-41979.01 Test Date: 06/19/02 And: 06/21/02 And: 07/24/02 Report Date: 08/26/02 Expiration Date: 07/24/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to perform tests on three Series/Model 740/744 Oriole, aluminum single hung windows with nail -fin at their facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen 91: H -R35 47 x 89; Test Specimen #2: H -R30* 39 x 90; Test Specimen #3: H -R35* 39 x 90. 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 A 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744 Oriole Type: Aluminum Single Hung Window with Nail -Fin Test Specimen #1: Gateway Performance Specimen H -R35 47 x 89 Overall Size: 3' 11-1/4" wide by 7'5-1/4" high Interior Sash Size: 3' 10" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 3'8-5/16" wide by 4'3" high Screen Size: 3'9-1/81' wide by 2' 11-1/2" high Glazing Type: 3/16" annealed 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com 01-41979.01 Page 2 of 6 Test Specimen Description: (Continued) Test Specimen 42: H -R30* 39 x 90 Overall Size: 3'3-1/4" wide by 7' 5-1/2"high Interior Sash Size: 3' 1-7/8" wide by 2' 11-11/16" high Fixed Daylight Opening Size: 3'1-1/4" wide by 4'2-1/2" high Screen Size: 3' 1-1/8" wide by 2' 11-1/2" high Glazing Type: Fixed daylight opening 3/16" annealed, Interior sash 1/8" annealed Test Specimen #3: H -R35* 39 x 90 Overall Size: 3'3-1/4" wide by T54/2" high Interior Size: 3' .-7/8" wide by 2' 11-11/16" high Fixed Daylight Opening Size: 3'1-1/4" wide by 4' 2-1/2" high Screen Size: 3' 1-1/8" wide by 2' 11-1/2" high Glazing Type: Fixed daylight opening 1/8" tempered, Interior sash 3/16" annealed The following descriptions apply to all specimens. Finish: Unit was silver in color. Glazing Details: The active and fixed sash were single glazed. Both sash were channel glazed using a flexible wrap-around glazing gasket. Weatherstripping: Description Quantity Location 0.170" high by 0.187" backed 1 Row Fixed sash stiles and top rail polypile with center fin 0.330" high by 0.187" backed 1 Row Fixed sash interlock polypile with center fin 0.090" high by 0.187" backed t Row Interior sash stiles polypile 0.270" high by 0.187" backed 1 Row Interior sash stiles polypile with center fin 5/16" vinyl, hollow bulb seal 1 Row Interior sash bottom rail F- 01-41979.01 Page 3 of 6 Test Specimen Description: (Continued) Frame Construction: The frame was constructed of extruded aluminum. The corners were coped, butted, sealed, and secured utilizing two 5/8 screws through the jambs into the sill and head screw bosses. Sash Construction: The sash members were constructed of extruded aluminum. The corners were coped, butted, sealed, and secured utilizing one 5/8" screw through the jambs into the rails screw boss. Screen Construction: The screen frame was constructed from roll -formed aluminum members with keyed corners. The fiberglass mesh was secured with a flexible spline. Hardware: Descriptio Ouanti Location Metal cam lock 2 10" from ends on interior sash meeting rail Balance assembly 2 One per jamb Plastic tilt latch 2 Ends of meeting rail on interior sash Metal tilt pin 2 Ends of bottom rail on interior sash Drainage: Sloped sill enforcement: o _._, �t. Installation: The unit was installed in a 2 x 8 #2 Spruce -Pine -Fir wood buck. The uni\ secured utilizing 1-5/8" drywall screws placed 3" from corners and 10" on center around nail fin perimeter. The exterior was sealed utilizing polyurethane. Test Results: BUILDING PLANS ExAM'N�`P 'rht are tabulated as follows: REVIEW—PD P'D, 1A K Al Paragraph Title of Test - Test M�-- - sults --- --- owed KEEP 'i'NIS PL .� COMT Test Specimen #1: Gateway Performance Specimen H- 47 x 89 MAY 2.2.1.6.1 Operating Force 5 lbs -. 30 lbs max RRWWIIdm & cnin 41Mc 0.1 !.l 2.1.2 Air Infiltration (A51 Ivt 2 3 @ 1.57 psf (25 mph) 0 2-cf3/ft3--•" 0.3 cf n/ft max. Examiner signature Nate #1: The tested specimen, nie680i'fe perfi7manve levels spec fed in AAMAINWWDA 101/I.S. 2-97 for air infiltration. 01-41979.01 Page 4 of 6 Test Results: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: (Continued) Water Resistance (ASTM E 547-00) (with and without screen) WTP = 2.86 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 33 seconds) @ 33.1 psf (positive) 0.77"* 0.26" max. @ 42.9 psf (negative) 0.89"* 0.26" max. *Exceeds L1175 for deflection, but meets all other requirements. 2.1.4.2 Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 49.7 psf (positive) 0.08" 0.18" max. @ 64.3 psf (negative) 0.12" 0.18" max. 2.2.1.6.2 Deglazing Test (ASTM E 987) In operating direction at 70 lbs Interior sash meeting rail 0.12"/25% 0.50"/1000/0 Interior sash bottom rail 0.12"/25% 0.50"/100% In remaining direction at 50 lbs Interior sash right stile 0.06"/12% 0.50"/100% Interior sash left stile 0.06"/12% 0.50"/100% Forced Entry Resistance (ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 01-41979.01 Page 5 of 6 Test Results: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1 (Continued) Optional Performance 4.3 Water Resistance (ASTM E 547-00) (with and without screen) WTP = 5.3 psf No leakage No leakage Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 33 seconds) @ 35.3 psf (positive) 0.81"* 0.26" max @ 47.2 psf (negative) 0.91 "* 0.26" max *Exceeds L/175far deflection, but meets all other requirements. Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 53.0 psf (positive) 0.11" 0.18" max. @ 70.8 psf (negative) 0.14" 0.18" max Test Specimen #2: H -R30* 39 x 90 Optional Performance Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 42 seconds) @ 33.3 psf (positive) 0.31"* 0.21" max. @ 34.7 psf (negative) 0.27"* 0.21" max. *Exceeds L/175for deflection, but meets all other requirements. Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) i @ 50.0 psf (positive) 0.02" 0.15" max. 52.1 psf (negative) <0.01." 0.15" max. Test Results: (Continued) Paragraph Title of Test - Test Method Test Specimen #3: H -R35* 39 x 90 Optional Performance Result O1-41979.01 Page 6 of 6 Allowed Uniform Load Deflection (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 42 seconds) @ 35.3 psf (positive) 038"* 0.21" max. @ 47.2 psf (negative) 0.27"* 0.21" max. *Exceeds L/175 for deflection, but meets all other test requirements. Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 53.0 psf (positive) 0.01" 0.15" max. @ 70.8 psf (negative) <0.01" 0.15" 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. This report may not be reproduced except in full without approval of Architectural Testing. For ARCMECTURAL TESTING, INC Mark A. Hess Technician MAH:baw 01-41979.01 Allen N. Reeves, P.E. Director - Engineering Services � G a a T•.a�-t � s— ,,,`��,� STATS C,= +Cz., ;`��''/C AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744/3740 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 cfrn/ft2 Water Resistance 6.75 psf S tntctural Test Pressure +67.5 psf -70.8 psf Deglazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 01-40351.06 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. 1`Aark A. Hess, Tecluzician MAH:baw Lz&(" 1--,7, /e'er ,�/ MA70<)y z$Z �.i Z w r z LL s NOTICE OF CONMENCEMENT State of Florida Conary of Seminole Permit No. Tax Folio No. (PID) 00-0 - 0010 Tire undersigned hereby gives notice that improvement will be made to certain real property, and in accordance a6th 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) ?� S, DPT s -n cru 101'Z GENERAL DESCRIPTION OF E%IPROVEMENT OWNER INFORMATION Name and address H r 81) Interest in property (Fee Simple, LCC etc.) k) :��+x ST tY'kL/G%/tl��,,1 0.k, /t1Y 1Oa�'b' NAME AND ADDRESS OF FEE SIMPLE TITLE DOLDER{IF OTHER THAN OWNER) NTRACTOR 20�� nine and address L 1 le n rl M- Lr. k 3 N o D/2 �JUL' SURETY (Bonding Company) Name and address Amount of Bond CERTIFIED COPY kRYANNE MO RK OF C RCUIT C U Wn4 CO NTY, L IDA LENDER BY(�— Name and address UTY Persons within the State of Florida designaDed by Owner upon whom notice or other documents may be served as provided by Section 713.13(lxa)7., Florida Stades Name and address C�i ' 2607 -Dlt 6.30q 3 y ##sss####s####sees##sss##*#ss*s##ssssssss#sss#sees#ssssssss**ssssssss*sssss#:sssssse##ss#ss# In addition too himself, Owner designates of to receive a copy of the Lienors Notice as provided is Section 713_I3(l)(b), Florida Statutes_ rn 1"' m z, -- Xz Expiration Date of Notice of Commencement r� (The expiration date is I -year from date of recordine unlen a di date. ;¢ mExifPA 1 tv W�, Ln r M a 31 .� r Friz=ro Signature of Owrrar10 `" Cd 'L�s ate, r`u W GG1 " Sworn to and subscribed before me this i ` Day of , 4>�/� a o a L �y x „ —. n� F+ its o d My commission Expires: ��r't 'h T' — & Notary Public Ln O Cl) The foregoing instrument was acknowledged before me this day of by S:( z T'T' A T 14 r A/i (nam of person acknowledged), who is personally known to r-) the or who has produced (type of identification)as identifr'eat[on c end who did J did not take an oathiN, Nino A Chiappetta 14 Commission DD0%27+1 Rxpiis October 16, 2005 i