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HomeMy WebLinkAbout220 Sanora BlvdPermit # : (1-4 Job Address: '19.0 Description of Work: - Historic District: I CITY OF SANFORD PERMIT APPLICATION Date: t L) - 3 Zoning: Value of Work: Permit Type: Building 1 Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration _r Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures _ Replacement New (Duct Layout & Energy Calc. Required) 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: bpr I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 1 ' Attach Proof oofOwnership & Legal Description) Owners Name & Address: N7_eX SA Or(A 90 59I"1 M 66A. Phone: '-I k ) n T ta d Contractor Name & Address: bml' UP t7t n u S_Ct S la is /1. M. - T(-1rArn State License Number: T VS Sod Phone & Fax: 1 13 Contact Person: V" rrn L')Z_ IZc nzC Phone: O Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Fax: Application is hereby made to obtain a permit to do the work%ah installationsicJ1P I hat 66 woti ettriditallation hascommenced prior to the issuance of a permit and that all work will be performed to-16 erstandgrds of all laws regulating construction :iii this jurisdiction. I understand that a separate_ permit must be secured"&r ELECTRICAL WORK, PLUMBilVti'•r,'SIGNS WELLS, POOLS, FURNACES, 661LERS;7HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing i tTorrPation is c to n at 11 o k II done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR7FAIL:URE T TI MMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. Y+W INTEND TOOBTAIN 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 ermit is ven iica ' n at1 will notify the owner of the property of the requirements of Floridaj*en Law, F 713. Signature of Owne / Agent Date Signature of Con ctor/Agent D , pis ,f,' Print ner/ Agent' s N Z: me L--, Signature of otary- State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID T- L_1J L S-511lbtb 3 s'V DSO APPLICATION APPROVED BY: Bldr;7j f 4Z C? Q_) Zoning: M ANG bk U WS0"° Notary public, StateofFloridarSpecialCo, o . Corm. No.DD225389 ri 1 s r C' :F'• : oq a /Agent me Signature of Notary - State of Florida D to Contractor/Agent is _ Personally Known to Me or Produced ID Initial & Date) Utilities: FD: A W W o - -. 61 aCh.d3 at v N c cv n CA ZZ Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back > y tic•rninrric CGsutxt- J x w•rir.r^%p+'rtlxra CiQ i T Merl ! 1 .-1 .• 5 yy .:.I 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-505-OE00-0330 Tax District: S1-SANFORD Number of Buildings: 1 STAFFORD DENTZEL C 00- Depreciated Bldg Value: $82,805 EOwner: & JEAN K xemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: PO BOX 1205 Land Value (Market): $17,500 City,State,ZipCode: SANFORD FL 32772 Land Value Ag: $0 Property Address: 220 SANORA BLVD Just/Market Value: $100,305 Subdivision Name: SANORA UNITS 1 + 2 REPLAT Assessed Value (SOH): $77,934 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $52,934 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $1,066 WARRANTY DEED 03/1981 01325 0281 $65,800 Improved 2003 Taxable Value: $51,107 WARRANTY DEED 10/1980 01301 0710 $7,500 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 33 BILK E SANORA UNITS 1 + 2 REPLAT LOT 0 0 1.000 17,500.00 $17,500 PB 17 PG 12 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1981 6 2,277 1,564 CB/STUCCO FINISH $82,805 $90,995 Appendage / Sgft SCREEN PORCH FINISHED / 143 Appendage / Sgft OPEN PORCH FINISHED / 45 Appendage / Sgft GARAGE FINISHED / 525 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 JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=O72O315O5OEOOO... 12/4/2003 Installed Siding and Windows To Whom It May Concern: This letter will authorize the following person(s) to act as agent(s) on behalf of RMA Home Services, Inc., D/B/A The Home Depot Installed Sales, 3200 Cobb Gallaria Parkway, Suite 200, Atlanta, GA 30339 to pull and sign for permits and inspections with respect to the installation, maintenance and repair of windows and siding under Florida State Building Contractor license number CR C058500. Authorized person(s): Angelo Santiago SS# 310-74-3507 Angela Lawson Santiago SS# 087-62-8188 Jud Ryzewski SS# 313-82-0879 Arthur Crespo SS# 316-72-2141 Sar_%Uca (Sc)t 1 Le_Va.sl r3c .ISk— Qualifier-Bill Charles Bertier RMA Home Services, Inc. D/B/A The Home Depot Installed Sales STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this 20`I' day of November, 2003 by Bill Charles Bertier. Notary Public -State of Florida Kim DeRose Printed Name: My Commission Expires: Personally Known X Type of Identification Produced Seal) DE ...............ROSE.. o® Fe. Commission 0 DD0143837 sExpires8/21/2006F,;, Bonded thmu9. nch 32. 425a) Florida Notary Assn., InC. a ............... Or Produced Identification Proudly sold, furnished and installed by RMA Home Services, Inc., a Home Depot authorized contractor. 3200 Cobb Galleria Parkway, Suite 200 - Atlanta, GA 30339.770-779-1300 • Fax 770-984-0709 • Toll Free 800-79-DEPOT ti HOME IMPROVEMENT INSTALLATION CONTRACT Branch Name: Al, F L,4 Dale: //-,Z O Sold, Furnished & Installed by I The Home Depot Installed Sales Branch Number: 7 Job #: 14 i 1212 North 391h Street, Suite 402 Tampa, FL 33605 813) 247-1300; Fax: (813) 247-1313 FL Lic # CR C058500 Installation Address: X 7,0 SA. ed ! <I/i Af Q - Z 77;: City State ZipPurchaser(s): SS#: n.a., 1c r :.. At R, F__ n...... 11,.-_1, n-_-. v. n a nvuc. V 3M lyo i (Y S n V111e 1-11une; fO7 32 AIAI Home Address: 5Aa if different from Installation Address) City State Zip Project Information I/We ("Purchaser"), the owners of the property located at the above installation address, offer to contract with The Home Depot ("Hom De of") to furnish, deliver and arrange for the installation of all materials as described on the attached Spec Sheet # r// 7 , incorporated herein by reference and made a part hereof. Home Depot reserves the fight o ca this contract if, upon re -inspection of the job, Home Depot determines that it cannot perform its obligations due to a structural problem with the home or because work required to complete the jobwasnotincludedinthecontract. i DEPOSIT PAYMENT OPTIONS Subject to fund verification and/or credit approval.) q9 dU I. Check ashlers Check or US Postal Service Money OrderCONTRACTAMOUNT payable to The Home Depot). LESS DEPOSIT BALANCE DUE ON COMPLETION s__7 39 .mot' Minimum 25% of Contract Amount due upon execution of this contract. Indicate Payment Method For BALANCE DUE ON COMPLETION BELOW 2 OP e .f NV &5 Aft fie /VnM 2. Credit Card* and/or other payment options - Circle One Below Visa Mastercard Discover American Express Home Improvement Loan Home Depot Credit Card Available Credit: $ (HIL & HDCC ONLY) Acct#: Name as it appears on card: Exp. Date: By my/our signature below, l/We agree to allow The Home Depot to charge the above referenced credit card for the deposit indicated. Signature Date If this is a finance transaction, the agreement for financing is contained in a separate document, which is incorporated herein byReference, and made a part hereof. At -Home Services Credit/Loan Application Ref. # Not withstanding the terms set forth in the Payment provision of the agreement,; should any action be required on the part of either party tothisAgreementtoenforceisrightsundertheAgreement, the prevailing party in such an action will not be entitled to an award of attorneysfeesandcostsinconnectionwithsuchaction, i i Purchaser agrees that, immediately upon satisfactory completion of the work, Purchaser will execute a Completion Certificate and pay anybalancedue (unless the job is financed, in which case, upon submission of the executed Completion Certificate, Home Depot will be paid infullbythelender). Purchaser also agrees to be jointly and severally obligated and liable hereunder. Entire Agreement: This agreement and its attachments, including any financing agreement, contain the complete agreement between the parties and can not be amended or modified unless in writing in a separate agreement signed by both parties. NOTICE TO PURCHASER Do not sign this contract before you read it. Do not sign this Agreement if blank. You are entitled to a copy of this Agreement at thetimeYousignit. You should keep it to protect your rights. This agreement may contain a mortgage or otherwise create a lien on your property that could be foreclosed on if You do not pay. Be sure You understand all provisions of this Agreement before You sign it. Do not sign any Completion Certificate or agreement stating that you are satisfied with the entire project before this projectiscomplete. Law prohibits home repair contractors from requesting or.accepting a Completion Certificate signed by the ownerpriortotheactualcompletionoftheworktobeperformedunderthecontract. You may cancel this transaction at any time prior to midnight of the third business day after the date of this contract. See Notice ofCancellationforanexplanationofthisright. There will be a service charge equal to 25% of the contract amount if the job iscancelledbyPurchaserAFTERthethirdbusinessday. BY MY/OUR SIGNATURE BELOW, I/WE AGREE TO BE BOUND BY THE TERMS OF THIS CONTRACT. I/WE ACKNOWLEDGE RECEIPT OF A COPY OF THIS CONTRACT AND TWO COMPLETED COPIES OF THE NOTICE OF CANCELLATION. BY MY/OUR SIGNATURE BELOW, I/WE UNDERSTAND THAT THE AGREEMENT IS SUBJECT TO REVIEW OF MY/OURCREDITHISTORYANDI/WE AUTHORIZE HOME DEPOT AND RMA HOME SERVICES INC., A HOME DEPOT AUTHORIZEDCONTRACTOR, TO VERIFY AND REVIEW MY/OUR CREDIT RECORD WITH AN INDEPENDENT CREDIT REPORTINGAGENCYANDRELEASETHEMFROMALLLIABILITYINCURREDFROMINADVERTENTOMISSIONSORERRORS. SUBMITTED BY: •4 Date: 1l - Zgry Sales Conskltant ACCEPTED BY: /C Date: i : 1d"I Hom wn r V_ Date: Homeowner NOTICE: ADDITIONAL TERMS, CONDITIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT White - Branch File Yellow - Customer Pink -Sales Consultant i 5-13-03 CC -SC Prepared ;iY _1 t i t( Y}li ;7lJtttiC Jt_tRVtLCJ !' Curtomer Name ,L)EIAt / Phor+e Number .E! _._._. — DIAGRAM SHEET l 51 Job REIRT - rul> f i p • / f f j f ri S"Off ICAi f f. te, ttJe= f,a:.r .+• ttJ::ualfd N7C iCBiQ il!±Mr'fl,r:! rt: d: -.------- ., Oro .•.- _ 1Az•i' yT.."— _ ' r. ^+'_' ti ' C OF }, !t, s -e c •K z(..! 3 3P! s}:•te,. .+.:.w i ••:R :,.:•a'Asa ;ftof ift!:!tot IV.ugrc.=ind, Ceteomy^''--- Tr- 4 Ir d..lt t Vihid, wires uw(a)N iN Te. E,)'es_k rai; K m r. ury s it ' al t>Dd oOrtt ' i a b ^c'.rJ J_t is ^.J}wat from tre 3"? to -" e_% a r- v6wtews be 1n retfWr*d C% V ; st t we (flow or extef fa, 6 mr n fust r ieet he ! toss uod s R;., uirement! • F i 1 ! —__ _ "" To be t.;xffpieted try Permit Cacf de - WINDOW SPECIFICATION SHEET - Spec. Sheet #: W 7 % 9 1 6 Cust4me::.d,'_rL---"S'•obr1''Zonsritant: -,as; rA :-3--- — Exist nq Window _ New Window _ I Grits t latterr' Pattern'` Pat ern Rtwg't'-)t'gn'-,y ' I c k m f o w Locatit.n I S !e j vital Style I S;'es ROOfn 1 i ioc-) `Code" + Y/ N "Code" i"(:Otis` U `Aid!tHeiohf t31 r J {" > S IV L 1_v 17 if -.'_ i Wit. 'k _• ° 1`arid P3ttts,r aid Lc cation f* ! ST be indicMJ. I ' ) +. Pq de grid La q..-rns, is •dicat a boat' )r, af.,. path• n in the r,dvition: ' s•. aces a:,.vrdeca ,i;,; # u::,p w or mullet' W-acws r. uire rn,+ FUr GSm'S. t.P•`:, Ha " Ur Bcw, ..,E ". . "R, ^' •f: ioi? tionar,,. For Patio & Ga..ien bux, a, usr- "_ (wt:::i073ry) " !Operating). B'''AY_/ B_O';./ 1VINDOW P••_ter.tion i tv-46: (Say: 3o0w 45') ( -op of W. Nkix :o; 1it ; it etas i — y_ B:ry'!yiudu ,, 04r,i.ers - DN ! Cs.nt. `Vidth af •htsrl^_na (;:,c:ae3 ) St:atboard Material - 4irch If tied :,) Soffit, 7c,-x of soffit :n:..eria+ __ New lnterio. rasing;Bay/L—w/Garden/Patio Doors Construc! Poofy--s, No)` Clamshell ( C!.) nr f'#onial '-,'O) a ' t + e ie ': , gu : << t6 t^ 3t ne v, s ongii : H• li maich axisd.,g : cior. SPECIAL t;{i+l>.iIDERr`.TIt9Ns:--`-- C. u p L C. a _ J ! C, I Sheet: j Ui Date: JI-izJi - C 't Window ! Glass 1 Misc. Hinge Locations' Furst, Pc. rev, Sim. Options Items . Fatio a Garr`i Doors Code" Code" from outside, Lt to RP etCku r rLj A t u i Color of Window f Door Wraos GARDEN WIND:W::. T__.. WALLi-i.ICKNEf S' inches)— — —---- SEATBO-% RD MA TERIAL Specify ' 9V-ch or Oi A Ve• eer or White Pionite Auditrot: ai cmdrg for wall thickness of 6" or more. i have reviewed and agree with all of the job specifications described above. MUM 4- n3 !;A1V SG` WINDOW SPECIFICATION SHE -ET - Spqc. Street #: r i7917 Customer: _ -1 1_ t '. is #. :? ,7/h-ion<;ultant: ' r,% ' Sheet: 2, Of Date: I /— xisting Window New Window — M i Locati'rt Style k Meesutements r .'iCL:'y, i 2'tir• 9 Style O Grids Pattern' Pafte— rn Pattern" Window R Glass Misc, H Loc.ttionS3 LSfnt. CYC, E ay, sow. 1 rtCj ? vs T'-'-' cU C tft Mttal Series m = i u j o J Options tpir 5 Paty S trBa-'' _ - F` Ro7r t / Floor) f Cade" Y/ N l;Ltl,S' I Q$" J Width k3igtft j{ r j 5 i j _J > T j z Code" C from t----— -..---r- 1. _ - -. - q t— r I 14 I 10 71 Grid Patferr. i_ecatiM i_ i and tf a single window nr mulled MUST he indicated. windows require multiple grid patterns, iridic:ate Icration and pattern in the addticnal e.paces provir'h:d. Will Color Of Door Wraps 11 ,..., v _, lay v. — Sao ,- , n -, a torm;-na+y;. rvi rauu N uuxr5. Use , 12gauonary;.or .l- ,uperating). BAY / BOW WINDOW Frojer.4torr, Angle: %Bay: 300 or 45) ._ Hay Window Fiankers - Oil / Csmt. Seatboard Material - Birch or teak New Intetior Caeing (Bay/Bowl'GarderuPatio, Doors) Clamshell (CL) or Colonial (CO) I SPEOIAL CONSIDERATIONS'___ Top of Window to Soffit ( inches Ninth of Overhang ( ipche-t ) tf tied to Soffit, color of So liit material Construct Roof 3 r Yet$ / No ) 3 Therc is no g:.araniee that new SnintiiP.S `xili ,naich exiMing cNor GARDEN WINDOWS WAIL THICKNESS 4 (inches) SEATBOARD MATERIAL -_ Specify Birch or Oak Veneer or White Pienita 4 additional charge for wall 1-iickness of 6" or more. have reviewed and agree with all of the job spe .ifications described above. us outer Signature t V Date oa ;A yr 1,D 62.s-00 <,l AAIVIA/NW'WDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: SIMONTON WINDOWS SERIES/MODEL: 75-75 TYPE: PVC Double Hung Windows with A2 Reinforcement and Slotted Cavity Plugs) Results Title of Test Test S ecimen #1 Test Specimen #2 Test Sp ecimen # A Rating H-LC25 56 x 84 H-LC35 52 x 71 H-LC55*. 36 x 72 Overall Design Pressure 25 psf 35 psf 55 psf OperatingForce 34 lbs max. N/A N/A Air Infiltration 0.08 cfin/ N/A N/A Water Resistance 5.25 psf N/A 8.25 psfStructuralTestPressure37.5 psf 52.5 psf 82.5 psfDeglazingPassedN/A N/A Forced E= Resistance Passed N/A N/A Reference should be made to Report No. 05-30308.01 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Lynn George, Project Manager LG: nlb Ak Architectural Testing. A 101/I.S.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No: 05-30308.01 Test Date: 12/07/01 Report Date. 12/19/01 Expiration Date: 12/07/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to witness performance tests on three Series/Moder 75-75, PVC double hung windows at their facility in Pennsboro, West Virginia. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1 H-LC25 56 x 84; Test Specimen #2 H-LC35 52 x 71; Test Specimen #3 H-LC55* 36 x 72. Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the minimum test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with AAA1A1NWVVDA 10l/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 75-75 Type: PVC Double Hung Window (with A2 Reinforcement and Slotted Cavity Plugs) Test Specimen #1 H-LC25 56 x 84 Overall Size: 4' 8" wide by TO" high Top Sash Size: 4' 3-3/4" wide by 3' 4-1/16" high Bottom Sash Size: 4' 4-3/4" wide by 3' 5-1/16" high Screen Size: 4' 3-7/8" wide by 3' 5-3/8" high 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 05-30309.01 Page 2 of 7 Test Specimen Description:.(Continued) ' Test Specimen #2: H-LC35 52 x 71 OverallSize: 4' 4" wide by 5' 11" high Top Sash Size: 3' 11-3/4" wide by 2' 10-5/8" high Bottom Sash Size: 4' 0-3/4" wide by 2' 11-5/8" high Screen Size: T 11-13/16" wide by 2' 10-7/8" high Test Specimen #3: H-LC55* 36 x 72 Overall Size: 3' 0" wide by 6' 0" high Top Sash Size: 2' 7-3/4" wide by 2' 10-3/16" high Bottom Sash Size: 2' 8-3/4" wide by 2' 11-1/8" high Screen Size: 2' 7-11/16" wide by 2' 11-518" high The following descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details. The sash were exterior glazed with 3/4" thick, sealed insulating glass fabricated from two sheets of 3/32" thick annealed glass and a steel spacer system. The glass was set onto a double -sided adhesive tape and secured with dual durometer snap -in vinyl glazing beads. Weatherstripping: Description Cluanti Location 0. 187" backed by 0.210" 1 Row Sill high pile with center fin 0. 187" backed by 0.250" 1 Row Lock rail, keeper rail, and top rail high pile with center fin 0. 187" backed by 0.250" 2 Rows Bottom sash stiles high pile with center fin Test Specimen Description. Weatherstripping; (Continued) Description 0.187" backed by 0.250" high pile with center fin 0.187" backed by 0.340" high pile with center fin uanti 3 Rows f Row 05-30308.01 Page 3 of 7 Location Top sash stiles Exterior of bottom sash stiles, and exterior of keeper. rail 7/16" diameter, offset, vinyl 1 Row Bottom rail jacket/hollow foam -filled bulb, with semi -rigid exterior leaf 0.187" backed C-fold 1 Row Bottom rail vinyl jacket/foam-filled leaf 0.187" backed 0.250" high 1 Row Head adapter vinyl jacket/foam filled bulb 0.187" backed 0.250" high 2 Rows Top rail vinyl jacket/foam filled bulb Frame Construction: The PVC frame was constructed using mitered and welded comer construction. A PVC snap -in adapter was located at the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded comer construction. Screen Construction: The screen was constructed with extruded aluminum. The comers were square cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held -in -place with a flexible vinyl spline. Hardware: Description Quanti Location Metal cam lock and keeper 2 Lock rail, 8" in, from. each end with adjacent. keepers on the exterior rail Plastic tilt latch 4 Top comers of each sash Metal pivot bar 4 Bottom comers of each sash Constant force balance system 4 Two per jamb, three coils per balance AL 05-30308.01 _ Page 4 of 7 Test Specimen Description: (Continued( Drainage: Description Quanti Location 1-1/16" wide by 1/8" high 2 Exterior face of sill, weephole (with flap) one 3-1/16" in from each end 1-1/16" wide by 3/16" deep 2 Sill/jamb intersection, one at weephole_(with-slotted each — end -cavity plugs) 1" wide by 3/16" high 2 Sill intermediate leg weepslot 3/16" diameter hole 4 Bottom rail and exterior interlock rail, one 3/4" from each end Reinforcement: (Simonton Code A2) The lock rail, contained a hollow rectangular shaped, extruded aluminum reinforcement measuring 0.989" x 0.796" x 0.062" (reference drawing 960074). The ' keeper rail, contained a hollow custom shaped, extruded aluminum reinforcement measuring 0747" x 0:488" x 0.060" (reference drawing #58167). Installation: The unit was installed in a wood buck constructed of Spruce -Pine -Fir construction lumber and secured with four #8 wood screws, one at the top and bottom each jamb (embedded 1-1/2".into the wooden test buck). The unit was sealed at the interior and exterior perimeter with a silicone caulking, with the exception of an approximate 6" void at each interior sill corner. t Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: (H-LC25 56 x 84) 2.2.1.6.1 Operating Force Top Sash Opening 25 lbs 35.1bs max. Closing 28 Is 35`lbs max. Bottom Sash Opening 341bs 35 Is max. Closing 28 Is 351bs max. 05-30308.01 Page 5 of 7 Test ResdIts: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC25 56 x 84 (Continued) 2.1.2 Air Infiltration per ASTM E 283 @ 1.57 psf (25 mph) 0.08 cfin/ft0.3 cfrn/fl max. Note # 1: The tested specimen meets. the performance levels specified in AAMAIArWWDA 1011I. S. 2-9 7for air infiltration. 2.1. 3 Water Resistance per ASTM E 547 with and without screen) WTP = 3. 75 psf No leakage No leakage 2.1. 4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the exterior meeting rail) @ 37. 5 psf (positive) 0.101" 0.207" max. @' 37. 5 psf (negative) 0.11" 0.207" max. 2.2. 1.6.2 Deglazing Test per ASTM E 987 Top Sash In operating direction at 70 lbs Lift rail 0.125"/25% 0.500"/100% Meeting rail 0.060"/12% 0.50011/100% In remaining direction at 50 lbs Left stile 0.060"/6% 0.500"/100% ` Right stile 0.060"/6% 0.500"/100% Bottom Sash. In operating direction at 70 lbs Lift rail 0.125"/6% 0.500"/100% Meeting rail 0.060"/12% 0.500"/100% In remaining direction at 50 lbs Left stile 0.060"/12% 0.500"/100% Right stile 0.060"/12% 0.500"/100% 2.1. 7 Welded Comer Test Meets as stated Meets as stated f 05-30308.01 Page 6 of 7 Test Results: Paragraph Title of Test - Test Method. Results Allowed Test Specimen #1: H-LC25 56 x 84 (Continued) 2.1.8 Forced Entry Resistance per AAMA 1.302.5-76 Test A No entry No entry Test B No entry No entry Test C No entry No entry Test D No entry No entry Test E No entry No entry Test F No entry No entry Test G No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 with and without screen) WTP = 5.25 psf No leakage No leakage Test Specimen #2: H-LC'5 52 x 71 Optional Performance 4.4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the exterior meeting rail) @ 52.5 psf (positive) 0.092" 0.192" max. @ 52.5 psf (negative) 0.122" 0.192" max. Test Specimen #3: H-LC55* 36 x 72 Optional Performance 4.3 Water Resistance per ASTM E 547 with and without screen) WTP = 8.25 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the exterior meeting rail) @ 82.5 psf (positive) 0.047" 0.127" max. @ 82.5 psf (negative) 0.033" 0.1i7" max. MODEL DESIGNATION: Simonton Double Hung Series 75-75/07-75 Vinyl Window MAXIMUM ALL NOMINAL SIZE, • Single up to 53' x 74' Z IGN PRESSURE RATING: Anchors: Positive 55.0 PSF Negative 55.0 PSF MASONRY LINTEL Windows: Design Pressure Ratings Vary, See Corresponding AAMA Test Report or Dade NOA or Florida P.E. Evaluation. LIABLE CONFICURATICNS: X X GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070" e d 4 6 O X N, 1 Q 53-0" MAX. OVERALL FRAME WIDTH SILICONE _ CAULK 1/4' MAX. SHIM HEADER JAMB - INTERIOR SASH TRACK to EXTERIOR SASH TRACK 2.0" MIN. 1" x 2' FURRING HEAD JAMB 1 DRYWALL 1 ' x 6' SILICONE CAULK 3 112' x 3/16' TAPCON TYPE ANCHOR 7.25" MIN. 1 ' x 2' FURRING L °fIn . N w DRYWALL .0 I n E E u in 1'x6' C N ztn SILICONE CAULK W c _J d 3' x 3/16' TAPCON `o tL ni TYPE ANCHOR c D° to J Q IInn J r, rn oI u) 1 /4' MAX. SHIM C V N rnV- SILICONE CAULK rn Q N 0 C to 3 112" x 3/16' TAPCON c N 3 -C O 1, TYPE ANCHOR c U O O STUCCO E U N CO VERTICAL JAMB E c C = U) O tl 0- INTERIOR SILICONE SASH TRACK CAULK SILICONE CAULK STUCCO INSIDE STOOL p 0: RAIL SHIM I = U Z O MASONRY SILL ` i' x 2' FURRING N O 2DRYWALLO O EXTERIOR U Y JSASHTRACKjm J 7.625' 1 SILL O U a - NOTE.' I. This installation has been evaluated for use in locations odhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. W-UPLOIN( 2. For installations where the sub -buck is less than 1-1/2" (FBC section 1707.4.4 Anchorage Methods CONSULTANTS. 7andsub -sections 1707.4.4.1 and 1707.4.4.2 Topcon g 813.659.9197 p type concrete anchors must 6e used and the length must be such that o minimum 7-1/4" engagement of the Topcon into the masonry wall is obtoined. DATE: 4/27/023. All interior and exterior perimeter surfaces of the window must be caulked. 4. See Manufacturer's Installation Instructions for additional hardware anchoring if required. SCALE: N.T.S. DWG. BY: TJH 5. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0" clearance from mortor joints. CHK. BY: R.W. 6. When the optional Head Expanders oreused the Installer Must Adjust the anchor length to maintain the DRAWING NO.: required minimum embedment into the substrate. S-115R1 SWEET 1 Or 1 I I11111III111U11111111I'll 11111611111111UIBUAl11111 Return to: Name: RMA Home Services, Inc. Address: 3200 Cobb Galleria Pky. Ste. 200, Atlanta, GA 30339 This Instrument Prepared By: Z l Z N 34 -k-- St - Wt rL 336oS Property Appraisers Parcel Identification: MRRYANNE MORSE, CLERK OF CIRCUIT COURT XINULE COUNTY BK 05132 GAG OS66 CLERK' S # 2003220333 RECORDED 12/11/2003 OWO 09 PM RECORDING FEES 6.00 RECORDED BY S O'Kelley CERTIFIED - COPY MARYANNE MORSE CLERK OF CIRCUIT COURT NOTICE OF COMMENCEMENT SEMINOLE COUNTIt; FLORID 2F.' P1 iTr Ri FORK 1Permit No. Folio No. -ad', — '{jEW' .Z111 STATE OF FLORIDA DEC 11 2003 COUNTY OF SE/YI /A/ U L The undersigned gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of prgperty (include street address, if available: improvement: Owner Information — name and address: n zP.1 S40t'Uhr xi Interest in Property: Name and address of fee simple titlehol er (if other than Owner): Contractor — name and address: The Home Depot Installed Sales 1212 North 39tb Street, Suite 402, pa, FL 33605 Phone Number. 813-247-1300 Fax Number: 813-247-1313 Surety— name and address: Lender — name and address: Phone Fax Number: Amount of Number. Bond: a Persons within the State of Florida designated by Owner whom notices of other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statues: Name and address: CS. Go's I Son .,a . ci 3,;n-7a Phone Number: Fax Number. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statures. (Fill in at Owner's option) Phone Number. Fax Number iration date of Notice ^f Commencement (the expiration date is 1 year from the date of recording unless a different date is sp wiFed). Signature of Owner Signature of Owner Printed Name of Owner1}a Printed Name of Owner Sworn to and subscribed before me by who is personally knywn to me of produced identification, and who Signature of Notary Printed Name of Notar) Commission No./Expir as rL A _ / .5 3/ti J63Z i1aS b