Loading...
HomeMy WebLinkAbout232 Pine Winds Drs512 av U APR $ 7Q11 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION y r a0 Application No: Documented Construction Value: Job Address: Parcel ID:if 7,0 0 CDO -a Z!y Description of Work: Historic District: Yes No Zoning: S S12 A -.S Plan Review Contact Person:/ram v v Title: Phone: `'(6 7- y 0— sS f f Fax: E-mail: Property Owner Information Name L 1 GX`TZ Phone:D Street: Resident of property? City, State Zip: Contractor Information Name 1C11 Street: THD At -Home Services, Inc. 207 Kelsey 1 ane, St1ire K City, State Zip: Tampa, FL 33619 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical Phone: S/3. HOZ- 3-2_ V Fax: Y /3- 6 330 - V// Z State License No.: e1 -d- 6 V6 SJ Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service —,No. of AMPS: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing ''.` -w New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee! A copy?ofthelexec`utetl contract is required in order to calculate a plan review charge. If the executed contracinot submitted;,Welreserve the right to calculate the plan review fee based on past permit activity levels. Shoulc tcalcul'ated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING• UTILITIES: ENGINEERINFIRE: COMMENTS: Rev 11.08 Signature of Contractor/Agent Date S Signature o tate of Florida Date NANCY J PACINI °°°°°°°°°° tiFQY uta Comm# D00879089 = 5xpires 4/2812013 Nataft/ AM_ Inc Contractor/Agent is ersonally Known to Me or Produced ID ype of ID WASTE WATER: Z M0- M- 70 , " HOME IMPROVEMENT CONTRACT PLEASE READ THIS Sold, Furnished and Installed by: Branch Name: Tampa Date: -A/I T/ apt 1 THD At -Home Services, Inc. d/b/a The Home Depot At -Home Services 207 Kelsey Lane Suite K, Tampa, FL 33619 Branch Number: 49 Toll Free (866) 653-8438; (813) 402-3700; Fax (813) 630-4112 Fein # 75-2698460 FL Lic # CCC058327, CGC1507093, CRC04688558, CCC1325540, CRC1327831 Installation Address: 2 l J32 ?i O,LJ ( i s j s y p_ , rL 327273 City State zip Purchaser(s): Work Phone: Home Phone: Cell Phone: Home Address: If different from Installation Address) City E-mail Address (to receive project communications and Home Depot upda I DO NOT wish to receive any marketing emails from The Home Depot State zip Proiect Information: Undersigned ("Customer"), the owners of the property located at the above installation address, agrees to buy, and THD At -Home Services, Inc. ("The Home Depot") agrees to furnish, deliver and arrange for the installation Installation") of all materials described on the below and on the referenced Spec Sheet(s), all of which are incorporated into this Contract by this reference, along with any applicable State Supplement and Payment Summary attached hereto and any Change Orders (collectively, "Contract"): Job #: (Internal Reference) Products: Snec Sheet(s) #: Proiect Amount Customer agrees that, immediately upon completion of the work for each Product, Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable, each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder, The Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual Product(s) included herein, at its discretion, if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home, environmental hazards such as mold, asbestos or lead paint, other safety concerns, pricing errors or because work required to complete the job was not included in the Contract. Payment Summary: The Payment Summary # s Z%o , included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments by Product (as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled-in copy of the Contract at the time you sign. Do not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets) before work on that Product is complete. In the event of termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, expenses and services provided by The Home Depot or Authorized Service Provider through the date of termination, plus any other amounts set forth in this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to the Products and Installation services and supersedes all prior discussions and agreements, either oral or written, relating to said Products and Installation. This Agreement cannot be assigned or amended e gt by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, un er tla voluntarily accepts the terms of and has received a copy of this Agreement. Ac ted b Su itted by: X L Customer's Signature Date Sales Consu nt's Signature Date X Telephone No. q0—? !7 Customer's Signature Date CANCELLATION: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE. Sales Consultant License No. as applicable) NOTICE: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT Page 1 of 2 1-27-10 C -SC White— Branch File Yellow—Customer Pink— Sales Consultant Roofing Siding .Windows Insulation SSCid Gutters / Covers Entry Doors El b S 96 Roofing Siding Windows Insulation Gutters / Covers [:]EntryDoors Roofing Siding Windows Insulation Gutters / Covers Entry Doors E]$ Roofing Siding Windows Insulation Gutters / Covers Entry Doors 10% of Contract Amount Total Contract Amount Lu5dueuponexecutionofthiscontract31 Customer agrees that, immediately upon completion of the work for each Product, Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable, each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder, The Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual Product(s) included herein, at its discretion, if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home, environmental hazards such as mold, asbestos or lead paint, other safety concerns, pricing errors or because work required to complete the job was not included in the Contract. Payment Summary: The Payment Summary # s Z%o , included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments by Product (as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled-in copy of the Contract at the time you sign. Do not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets) before work on that Product is complete. In the event of termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, expenses and services provided by The Home Depot or Authorized Service Provider through the date of termination, plus any other amounts set forth in this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to the Products and Installation services and supersedes all prior discussions and agreements, either oral or written, relating to said Products and Installation. This Agreement cannot be assigned or amended e gt by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, un er tla voluntarily accepts the terms of and has received a copy of this Agreement. Ac ted b Su itted by: X L Customer's Signature Date Sales Consu nt's Signature Date X Telephone No. q0—? !7 Customer's Signature Date CANCELLATION: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE. Sales Consultant License No. as applicable) NOTICE: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT Page 1 of 2 1-27-10 C -SC White— Branch File Yellow—Customer Pink— Sales Consultant Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re-web.seminole-count3_title?parcel=l 120305CR00000210&... 3/24/2011 1 121 f 9 r4 '. "' 1119 117 C :IS 25 yi; _ F.^ DAVIDJOHNSON, CFA, ASA PR©P>ERTY APPRAISERiICIf V'.22rrig t 1kP OL EL6[-TlINCDuNTYF' 1101 E. RimtSr Oi 21 2 20 SAIIFoRO,FL32771.1468 407.68b7 7508 0000-0DGO TA IS 10 16 • 19 1 D 14 18 13 VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 11-20-30-5CR-0000-0210 Number of Buildings 1 1 Owner: SCHWARTZ SARAH E Depreciated Bldg Value $76,249 $84,113 Mailing Address: 232 PINE WINDS OR Depreciated EXFT Value $0 $0 CIty,State,ZipCode: SANFORD FL 32773 Land Value (Market) $15,000 $18,000 Property Address: 232 PINE WINDS DR SANFORD 32773 Land Value Ag $0 $0 Subdivision Name: HIDDEN LAKE UNIT 1-A Just/Market Value $91,249 $102,113 Tax District: S1-SANFORD Portablity Adj $0 $0 Exemptions: 00 -HOMESTEAD (2011) Save Our Homes Adj $0 $0 Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 $0 Assessed Value (SOH) $91,249 $102,113 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $91,249 $50,000 $41,249 Amendment 1 adjustment Is not applicable to school assessment) Schools $91,249 $25,000 $66,249 City Sanford $91,249 $50,000 $41,249 SJWM(Saint Johns Water Management) $91,249 $50,000 $41,249 County Bendel $91,2491-$60'0001 $41,249 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 09/2010 07451 0085 $100 Improved No 2010 VALUE SUMMARY WARRANTY DEED 09/2010 07451 0084 $100,000 Improved Yes 2010 Tax Bill Amount: $2,051 QUIT CLAIM DEED 12/1994 02932 0969 $33,000 Improved No 2010 Certified Taxable Value and Taxes WARRANTY DEED 04/1994 02760 0086 $70,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 06/1981 01340 0925 $45,000 Improved Yes SPECIAL WARRANTY DEED 07/1979 01238 0913 $100 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 15,000.00 $15,000 LEG LOT 21 BLK C HIDDENLAKE UNIT 1-A PB 17 PG 51 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1973 6 1,661 2,189 1,661 CB/STUCCO FINISH $76,249 $93,557 Appendage I Sqft GARAGE FINISHED / 504 Appendage I Sqft OPEN PORCH FINISHED / 24 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. I" If you recently urchased a homps ended Marly your next ear's ff2Artytax will be based on Just/Market value, http://www.scpafl.org/web/re-web.seminole-count3_title?parcel=l 120305CR00000210&... 3/24/2011 z in Prepared By Douglas Morrison THE HOME DEPOT Phone Number (407) fo25-5'I 92 DIAi,GRA.M SHEET LJLJ V .. LL. w NOTES: --_ ME. RDOF HIGHT" 00' Feet 1. Draw the outline of the house and Indicate all windows and doors 2. Number the windows to be replaced with the corresponding number from the Spec Sheet T Measure Mean RooF Height from the ground 3. Measure and list the distance from each comer of the home to the closestwindow To a point that Is halfway to the peak to the save 4. Indicate which window (s ) will meet Egress Code requirements in the bedroom At least i window or exterior door must meet the Egress Code Requirements Date 3/19/2011 Customer Name SCHWARTZ Job # 5517700 Overall Length 50' Overall width 67' Exposure Category*** To be completed by Permit Coordinator as WINDOW SPECIFICATION SHEET - Spec. Sheet #_28106581U65 Customer: Job #: S Consultant: t{rTtt Kg.- / gRll Jt-:, Sheet: 1 o r Date: Wrap color Interior Casing Type Existing Window Bay or Bow window: Measurements Bay Projection Angle(30 a or 45 e ) Top of window to soffit (Inches) Hinge Locations From outside, Left Construct Roof (Yes or No) ' Garden Window: Seatboard Matarial:(vinyl only -White Plonite, Birch or Oak) Wall Thickness, Inches Additional Shelf (Yes or No to Right Bows, milli Opening®® Bays, Ing Glass 11111 Rising Screens For doors use stationary or Mull X" = operating INIM MEIN MOCIMMIMMONJO 11190 IM, mom M iiri iiiiiiii Hardware Wrap color Interior Casing Type Bay or Bow window: Seatboard Material:(vinyl only -Birch or Oak) Bay Projection Angle(30 a or 45 e ) Bay Flanker Type (DH, SH or Csmnt) PTopofwindowtosoffit (Inches) filed tosoffit, color of soffit material Construct Roof (Yes or No) ' Garden Window: Seatboard Matarial:(vinyl only -White Plonite, Birch or Oak) Wall Thickness, Inches Additional Shelf (Yes or No t. Thera N.V—rdaa UM new ehkplae w® meld,..We OW. SPECIAL CONSIDERATIONS: I have reviewed and agree with all the job specifications above and the Special Terms and Conditions on the back of the yellow (Customer) copy. Florida Building Code Online 6/00 Page 1 of LZ `--- v % BCIS Home ; Log In 1 User Registration qf ;Product Approval USER: Public User d -sip- . {, s' + i -•arB `' a ;.Y"a M s Y s. a. ' MAMA= = Hot Topics Submit Surcharge j Stats & Facts j Publications FBC Staff BCIS Site Map Links ; Search Product Approval Menu > Product or A plication Search > Application List > Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL5167-R4 Revision 2007 Approved Fig Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 800)746-6687 Ext 4825 patricia_robison@simonton.com Patricia Robison patricia_robison@simonton.com Patricia Robison 1 Cochrane Dr Pennsboro, WV 26415 304) 659-2903 Ext 4825 patricia_robison@simonton.com http://www.floridabuilding.arg/pr/pr_app__dtl.aspx?paraln=wGEVXQwtDgtZM1u87a0KinCtAC9nEO%2bU72rfUIOjP300%3d 1/13/2010 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL5167-R4 Revision 2007 Approved Fig Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 800)746-6687 Ext 4825 patricia_robison@simonton.com Patricia Robison patricia_robison@simonton.com Patricia Robison 1 Cochrane Dr Pennsboro, WV 26415 304) 659-2903 Ext 4825 patricia_robison@simonton.com http://www.floridabuilding.arg/pr/pr_app__dtl.aspx?paraln=wGEVXQwtDgtZM1u87a0KinCtAC9nEO%2bU72rfUIOjP300%3d 1/13/2010 Florida Building Code Online Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By , Product Approval Method Date' Submitted Date Validated Date Pending FBC Approval rage G 01 1G AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard Year AAMA/WDMA/CSA 101/I.S.2 A440 2005 Method 1 Option A 10/27/2009 11/04/2009 11/06/2009 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU72rf JlOjP300%3d 1/13/2010 Florida Building Code Online rage y U1 LG II Created by Independent Third Party: 5167.13 67-75 waives to 75-75 THD@Home Services 6500 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R4 C CAC New waiver letter for 07-07 75-70 07_70 07-75 to 75-75 s ned by ALI and AAMA.pdfApprovedforuseoutsideHVHZ: Yes FL5167 R4 C CAC SIM 07-75 R40 53x80.odfImpactResistant: No Quality Assurance Contract Expiration DateDesignPressure: +40/-40 Other: 53x80 08/20/2011 Installation Instructions FL5167 R4 II IN0113.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.14 43-17 Profinish Contractor, Amcraft Grand Estates New Construction, Vinyl DH Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R4 C CAC 43-17 DH 36x63 R45.pdf 43-17ApprovedforuseoutsideHVHZ: Yes FL5167 R4 C CAC DH 44x63 R45.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 01/31/2013 Other: 36x63, 44x63 Installation Instructions FL5167 R4 II IN0096.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third _Party: 5167.15 FPrcfinish Contractor, Amcraft Grand Estates New7743-17 nstruction, Vinyl DH Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R4 C CAC SIM 43-17 DH 48x80 R30.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/24/2011 Design Pressure: +30/-30 Installation Instructions Other:48x80 FL5167 R4 II IN0096.pdf Verified By: American Architectural Manufacturers http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nEO%2bU72rRJIOjP300%3d 1/13/2010 MODEL DESIGNATION: Simonton Double Hung Series 75-75 / 75-09 / 07-09 / 07-75 / 07-10 / 07-20 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE:_ See Size Chart DESIGN PRESSURE RATING:_ Anchors: See Size Chart Windows: Design Pressure Ratings Vary, See NO P.E. SEAL Corresponding Structural Test Report or INSTALLATION Dade NOA, or Florida P.E. evaluation. BY AAMA TEST AAMA & AU 506 Impact Approved USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION: The head and side jambs are extruded PVC. e The wall thickness through .which the anchor screw penetrates is a minimum of 0.070". io 1 2X BUCK SILICONE CAULK SILICONE CAULK 1/4" MAX. SHIM REQUIRED SUPPORTED REPORTS SIZE CHART 4 DP RATING HEIGHT x x v w 80" 125 PSF 84" 2X BUCK a 130 PSF 48" 80" 35 PSF 52" 71" a i 0 80" 140 PSF 36" 63" X f to t P53" 36" 74" ED 72" 155 PSF CAULK 6 4 I--- 56" MAX. OVERALL FRAME WIDTH 2X BUCK SILICONE CAULK SILICONE CAULK 1/4" MAX. SHIM REQUIRED SUPPORTED REPORTS HEAD Q J 4X SCALE SILICONA " REVISIONS: UPDATED TESTING INFORMATION. E SIZE CHART L SIZE DP RATING HEIGHTM80" 125 PSF 84" 2X BUCK 74" 130 PSF 48" 80" 35 PSF 52" 71" t ,OJ 03 0' v m, 80" 140 PSF 36" 63" 50 PSF P53" 36" 74" 36" 72" 155 PSF HEAD Q J 4X SCALE SILICONA " REVISIONS: UPDATED TESTING INFORMATION. E SIMONTON' 0 o s Thio d—.t b the properlY of Sbnenten Ninder., Wch Oth i So- SILICONE CAULK 4Ifad latex proprkloryo d tn right. to Ito eib}el —ti- 1/4" MAX. SHIM 2X BUCK Decimal. Mgla. Pc,mboro, WV 26415 @8 X 2 1/2" MIN. SHEET Port. Der used In een)metlon .Ith the dmlV% nonofoelwa or YMd—. METAL SCREW W/ 1.5" MIN. t ,OJ 03 0' v m, 75-75 175-09 07-09 107 EMBEDMENTINTO WOOD XX% * .005 n SILICONE CAULK 1 JAMB CAULK 4X SCALE SILICONE CAULK : :. ; '.' : 7. CONCRETE SILICONE CAULK 1 SILL SILICONE CAULK 4X SCALE 2X BUCK VAUD FOR 07-75 SERIES ONLYSILL 4X SCALE NOTES: 1. This installation hos been evaluated for use in locations adhering:to the Florida Building Code and where design pressurerequirementsosdeterminedbyASCE7MinimumDesignLoadsforBuildingsandOtherStructuresdonotexceedthedesign pressure ratings listed herein. 2. For installation where the sub—buck is less than 1-1/2" (FBC section 1707.4.4 Anchorage Methods and sub—sections 1707.4.4.1 and1707.4.4.2) Tapcon type concrete anchors must be used and the length must be such that a minimum 1-1/4" embedment of the Tap con into the concrete is obtained. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, if necessary, to maintain a minimum of 2.0" clearance from mortar joints. 5. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 8. Follow ITW/Elco Topcon anchoring instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 10. Concrete compressive strength — 3000 PSI at 28 days. 11. Shims are optional. Max. shim slack is 1/4". 12. When using a 1/4"0 tapcon through the window frame, pre—drill the thru hole at specified installation screw locations. D=LQ 18E TATFYFNT 1 DI.—IotdTolH— SIMONTON' 0 o s Thio d—.t b the properlY of Sbnenten Ninder., Wch Oth i So- l 0 4Ifad latex proprkloryo d tn right. to Ito eib}el —ti- I CMbrene Aeenue pr vided le the ncWent on the ....W Y h P lhh docem.nt .7endlllanUwtIllanettobedivJoaed, reproduced F .tech oe Decimal. Mgla. Pc,mboro, WV 26415 SOAU FlT 1 el 1Port. Der used In een)metlon .Ith the dmlV% nonofoelwa or YMd—. Pok of geed. for enyon. ether then Slmantan - Ithoul it. cenwnl. Thio n V1. tin do.. not 9 -it the A: recgiml•. "Ole to utrize Information c.nloh d N thh t ,OJ 03 0' v m, 75-75 175-09 07-09 107 document .tik, 1. Pro,.1y obt.in.d from another .aorto. XX% * .005 n MODEL DESIGNATION: Simonton Double Hung Series 75-75 / 07-75 / 75-09 / 07-09 / 07-10 / 07-20 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE, See Size Chart DESIGN PRESSURE RATING* See Size Chart USARI F CONFIGURATIONS, X X GFNFRAt DFSCRIPTION: The head, sill, and side Jambs ore extruded PVC. The Wall thickness through which the anchor screw penetrates is a minimum of 0.070". 6" 14V.V. MAX. I— 6. it OVERALL SIZE SiMONTON" DP RATING 48" 96 120 PSF 56" is O r w 48" 80" 125 PSFN x v w 130 PSF 48" 80" m 52" a i Cxl 53" 80" 140 PSF 36" 63 150 PSF 36" io F2T: 36" 72" 155 PSF Q Yr MAX. OVERALL FRAME WIDTH 3/16'0 TAPCON ANCHOR Wirt 1.25' MIN. EMB. 114TO CONCRETE (SEE NOTE 10 FOR WOOD) e VALID FOR 07-75 SERIES ONLY CONCRETE SILICONECAULK REVISIONS: REVISED D 5133 10 MATCH CuRRENT - LOO. I TDD. IES, SIZE CHART. AND 150=r LD, D. AND NOTE 10 SILL SECffm-&- BOX Fall P.E. SEAL LDA' 75-75 TD SERIES PER TEST REPORTS 7O.D. 1/4" MAX SHIM— I% BUCK SILICONE CAULK CONCRETE 3/16'0 TAPCON ANCHOR WITH 1.25' MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) HEAD 4X SCALE SILICONE CAULK SILICONE • +, CAULK ... CONCRETE 3/16'0 TAPCON ANCHOR WITH 1.25' MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) SILL 4X SCALE Ix BUCK K film SILCONE CAULK M 4X ASCALE NOTES: 1. This Installation has been voluoled fa use h locoll"s adhering to the Florida Building Code and where design pressure requirements ao del—tried by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. Far Installation where the sub -buck is less than 1 1/2" (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that o minimum 1 1/4' embedment of the Topcon into the concrete is obtained. Anchors should be a minimum of 2 1/2" from the edge of the concrete or concrete-rdled block. 3. All Interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations. If necessary, to maintain a minimum of 2.0" clearance from mortar joints. 5. When the optional head expanders we used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment Into the substrate. 6. Mchora shall be specified and spaced as shown. Anchor embedment to base material shaft be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. B. Follow ITW/Elco Topcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances, or other safely requirements rests solely with the architect. building owner, or contractor. 10. Far woodbuck substrates, use 110 wood screws with 1 1/2" min. embedment Into wood. Screws should be a minimum of 3/4' from the edge al the wood. 11. Concrete compressive strength - 3000 PSI at 28 days. 12. Shims ore optional. Mo.. shim stock is 1/4'. 13. When using a 3/16'0 topcon or 110 wood screw through the window frame, pre -drill the thm hole at specified installation screw locations. 14. When used in areas requiring Impact protection, this product REWIRES the use of approved impact resistant shutters or other external protection. - SIZE CHART OVERALL SIZE SiMONTON" DP RATING 48" 96 120 PSF 56" 84" f/ CU s 48" 80" 125 PSF 53" 74" 130 PSF 48" 80" 135 PSF 52" 71' 53" 80" 140 PSF 36" 63 150 PSF 36" 74" F2T: 36" 72" 155 PSF e VALID FOR 07-75 SERIES ONLY CONCRETE SILICONECAULK REVISIONS: REVISED D 5133 10 MATCH CuRRENT - LOO. I TDD. IES, SIZE CHART. AND 150=r LD, D. AND NOTE 10 SILL SECffm-&- BOX Fall P.E. SEAL LDA' 75-75 TD SERIES PER TEST REPORTS 7O.D. 1/4" MAX SHIM— I% BUCK SILICONE CAULK CONCRETE 3/16'0 TAPCON ANCHOR WITH 1.25' MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) HEAD 4X SCALE SILICONE CAULK SILICONE • +, CAULK ... CONCRETE 3/16'0 TAPCON ANCHOR WITH 1.25' MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) SILL 4X SCALE Ix BUCK K film SILCONE CAULK M 4X ASCALE NOTES: 1. This Installation has been voluoled fa use h locoll"s adhering to the Florida Building Code and where design pressure requirements ao del—tried by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. Far Installation where the sub -buck is less than 1 1/2" (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that o minimum 1 1/4' embedment of the Topcon into the concrete is obtained. Anchors should be a minimum of 2 1/2" from the edge of the concrete or concrete-rdled block. 3. All Interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations. If necessary, to maintain a minimum of 2.0" clearance from mortar joints. 5. When the optional head expanders we used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment Into the substrate. 6. Mchora shall be specified and spaced as shown. Anchor embedment to base material shaft be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. B. Follow ITW/Elco Topcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances, or other safely requirements rests solely with the architect. building owner, or contractor. 10. Far woodbuck substrates, use 110 wood screws with 1 1/2" min. embedment Into wood. Screws should be a minimum of 3/4' from the edge al the wood. 11. Concrete compressive strength - 3000 PSI at 28 days. 12. Shims ore optional. Mo.. shim stock is 1/4'. 13. When using a 3/16'0 topcon or 110 wood screw through the window frame, pre -drill the thm hole at specified installation screw locations. 14. When used in areas requiring Impact protection, this product REWIRES the use of approved impact resistant shutters or other external protection. - STATEMENT SiMONTON" 9 IND13z' S DISCIOSURF This do n6l h the Pray«ty of Sknonlan Window., which Dknanalond Tolerances f/ CU s A stains ad P'.Pdd.o anal other nghls to Itsblest matte. unless Other Sn 61i,d 1 Cuclwne Avaxlc T.D D. OB 7 This doawnent le prodded to the reciplmt the spres..d Ion that It is net to be dlatleaad, apradu<ad ir Male « M Pauulrom, WV 26415 p1ECN Bn A u. d N cmjrn<Ilan with the d,elgn, manurxlure « Decimate Angles F2T: MPR DBT: AKrlalNoS. Dougherty9hY t. ep.ir el goads t« onyon, other than Sbnontan WMdew. FlT 1 0l 1ri,eko P.E. Na. ea155 W. Aw, 51. 4]e Mlhaul Ile sent. This t,Uktk t does net Linn the R x :k 03 Po 172 FeW . WW1er Par, F. .12709 ipienl', right, to utiixe Nf«mollon .-I-.d M this document ehkh le prwody able , from woth« sow ae. N— 2 01 0' 30 min Xx% d: ,1105 75-75 07-75 75-09 07-09 07-10 07-20 0 her[ Cre, el A.UMaanm Hw 2052, r, F. nTLE 1x euEx INSTALLATION r1oncla nullaing watt umine rage 1 Ul 11 a i"ri+"• 'v, a, r`ye N- M'a'-, kx.%,.t""t>1;'N,, l?' BCIS Home l Log In User Registration Hot Topics + Submit Surcharge ! Stats & Facts I Publications I FBC Staff i BCIS Site Map j Links ( Search 4 ai Product Approval USER: Public User Product Approval Menu > Product or ApplicajLgp Search > Application List > Application Detail Technical Representative Patricia Robison Address/Phone/Email 1 Cochrane Dr Pennsboro, WV 26415 304) 659-2903 Ext 4825 patricia_robison@simonton.com http://www.floridabuilding.org/pr/pr app_dtl.aspx?paraln=wGEVXQwtDgtQcIh%2bCtV,N68rWgpinbdQgL6nSNxYufpmO%3d 3/6/2009 FL # FL5179-R2 d Application Type Revision Code Version 2007 r Application Status Approved Comments g ` , Archived r Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 800) 746-6687 Ext 4825 patricia_robison@simonton.com Authorized Signature Patricia Robison patricia_robison@simonton.com Technical Representative Patricia Robison Address/Phone/Email 1 Cochrane Dr Pennsboro, WV 26415 304) 659-2903 Ext 4825 patricia_robison@simonton.com http://www.floridabuilding.org/pr/pr app_dtl.aspx?paraln=wGEVXQwtDgtQcIh%2bCtV,N68rWgpinbdQgL6nSNxYufpmO%3d 3/6/2009 I londa Building Code Online Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows Horizontal Slider Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 ANSI/AAMA/NWWDA 101/I.S.2 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/02/2008 Date Validated 12/18/2008 Date Pending FBC Approval 12/24/2008 Yage2 of 11 Year 2005 1997 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtQcIh%2bCtWN68rWgpmbdQgL6nSNxYufpmO%3d 3/6/2009 r1u11uQ )U11U 1g I.UUC v1u111G rage or i i http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtQcIh%2bCt)VN68rWgpmbdQgL6nSNxYufpmO%3d 3/6/2009 I@ Home Services 6500, Vinyl 3-lite_Slider Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R2 C CAC SIM 07-75 EV2 100x48 R45.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 03/26/2010 Design pressure: +45/-45 Installation Instructions I Other: 3 -lite slider, 100x48 FL5179 R2 II IN0144 JAR 0770 7570 0709 0775 7575. df FL5179 R2 II IN0145 JAR 0770 0709 7570 0775 7575.pdf j Verified By: American Architectural Manufacturers Association j Created by Independent Third Party: Evaluation Reports FL5179 R2 AE Horizontal slider installation analysis PE seal. pdf Created by Independent Third Party: Yes 15179.6 07-75 07-75 sold under the following Market names THD @ Home Services 6500, Vinyl 2 -lite Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R2 C CAC SIM 07-75 HS 78x63 40.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/10/2010 Design pressure: +40/-40 Installation Instructions Other: Vinyl 2 -lite Slider, 78x63 FL5179 R2 II IN0225 Model - l) 0770 0709 0775 7575 No seal re HS.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.7 07-75 11@07-75, sold under the following marketing names: THD Home Services 6500, Vinyl 3 -lite Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R2 C CAC SIM 07_75 EV 110x63 40.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/10/2010 Design Pressure: +40/-40 Installation Instructions Other: 3 -lite slider, 110x63 FL5179 R2 II IN0144 JAR 0770, 7570 0709 0775 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtQcIh%2bCt)VN68rWgpmbdQgL6nSNxYufpmO%3d 3/6/2009 MODEL DESICNA11ON' S'monlon Horizontal Slider Series 07-75 Vinyl Window MAXIMUM O1 RALL NOMINAL ISZF• See Size Chord QMI_FN PRESSURE RATING, Anchors, See Size Chart Windows, Design Pressure Rulings Very, See Corresponding AAMA Test Repai 1 1$AHLE 0NFIP URA MONS XX rENERnL t)ESCRIF TIQ.N The head and side jnrnbs ore extruded PVC The wall thickness through which the anchor screw penetrates is o minimum of 0070" SIZE CHART_ OVERALL SIZE DP RATING WIl1TH HEIGHT _ 78" 63" 340 IS 72" 4_8" 145 f FL55F77 I 2% DUCK SILICONE CAULKS SILICONE CAULK 1/4- MAX SHIM HFAD _ 1 4X SCAIC NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS REMSIONS: 7X DUCK SILICON[ CAULK m-, mb<rwiye:mtslbvD its I/4- MAX, gnu D J. O<rkndl Angles I ML IAI $CROW W/ 15- MIN.•`. LL W XX 1 01 0' 30 mkh I I'MUEDMENI IN10 WOOD Is c SILICONE CAVI K -- It 78" MAX OVLRALL Ff!AME WIDTII--------I SIZE CHART_ OVERALL SIZE DP RATING WIl1TH HEIGHT _ 78" 63" 340 IS 72" 4_8" 145 f FL55F77 I 2% DUCK SILICONE CAULKS SILICONE CAULK 1/4- MAX SHIM HFAD _ 1 4X SCAIC NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS REMSIONS: 7X DUCK SILICON[ CAULK m-, mb<rwiye:mtslbvD 1CiAbivik Ay<uu< I/4- MAX, gnu 16 X 2 1/2" MIN. S11EET O<rkndl Angles SCALC IhlFl• ML IAI $CROW W/ 15- MIN.•`. FII1— XX 1 01 0' 30 mkh 1RIC5 I'MUEDMENI IN10 WOOD naARa+ 2%DUCK Wsl SILICONE CAVI K -- It AI SCALE SILICONE CAULK SILICONE CAVI 2X HUCIS ~--- NOTE S' I, this inslullotion hus been evolualed for use. in locations adhering to lite Florida Building Code and where design pressure requirements as delermined by ASCI 7 Minimum Design Loads for Uulldings and Other Structures (In not exceed the design preb':ure. ro Urlgs listed herein. 2. All interior and exterior penmeler surfaces of the window must be coulked 3 Wien the optional hand expanders ore used, the INSTALLER MUST ADJUST the 01101111 length, In aho9duin the rayuired minimum embedment into the bubsUole 4. Anchors sisal) hr. speabed and apoced as shown Anchor ernberdmenl to base mnlerinl shell be beyund wall drnssinp or slacce, and into wend or conn cte. 5. and bucks (by uIhur a) must be engineered and anchored properly to transfer luurds to the structure 6 The responsibility for !:election of Simunlun Products In meet any applicable local laws, building Lodes, ordinancus, or other safely requirements rests snleiy with the architect, building owner, or conboclor. 7 Shims are optional. Max. shim stock is 1/4". III., J<cwn-1 , III. SCLO.il—y .1 ICMCUi , Wntlaw•, yJ .web rerun• nu moo, it— tMeroml oma riyhlG to J• sub. Cl m<IlalhnJoswna, n 4'owtlrtl 1< Ih< • unl on Tho <rlxusruJ ontalw'i i I to be tioclnstJ rePr WxeuJ r wliw< a Pu'1. n •sJ 1. airniclwn with the Jus gn, mum luelure w 1.;11— 1, slw onyon< ullim Ihbrh does It 1 WnJwsw,liux,t its r, rut 1N's reslrieliai tla<s nal Ionil IM1e rttcx<rhia rhpas lu iitme nlmmudmh a Itwletl a llns oucu — -0, is IxrMerly ab—d Irmo awhhcr snwce. ow,<n•,k,rhw lwerme<• A S T M ON TO W m-, mb<rwiye:mtslbvD 1CiAbivik Ay<uu< I'nunlx"n, WV 164 I S O<rkndl Angles SCALC IhlFl• FII1— XX 1 01 0' 30 mkh 1RIC5 xx s .nobe1-» naARa+ 2%DUCK Wsl IINI NRIINI N ININ111N11111 11111t1I tlNlilll This Instrument Prepared Fay: r% h o' At,1 HARYAN{+!E MORSE, CLERK OF CIRCUIT MT TED At -Home Services SEMINGLE COUNTY 207 Kelsey Lane, Suite K tilt 07558 Pg 084; I1pg) Tampa, FL 33619 CLERK'S 0 2011040415 NOTICE OFCO NCE RECORDED 04/18/011 120700 FN Perritit No. Ite FES 10,t REDEIStateofFloridaTaxFolioNo. 7- UT exC01112tV0/,LQ, 117 THE UNDERSIGNED hereby 00 _ 7 with Chapter 713, Florida Stautes, the fol oft Improvements w be made to certain realV4119informationisprovidedin property. and in accordancehisNoticeofCommencement: I .Description of prop (le al j P onofpro , and street address if available) p / 2. General description of improvement: 6 % % zpCt'U 3. Owner information ' d // 7 a) Name and address: b) Interest in property. r _I /- c) Name and address of fee simple titleholder (if other than owner): Contractor a) Name and address: THD At -Home Services, Tne. - b) Phone number: " 1 Yr, -:3 s. Surety 61------- _ -- — CERTIFIED a) Name And address: '— - ---- jiJIQRSI: b) Amount of bond - 'YpNi CLERK OF CIRCUIT COURTc) Phone number: --' — -- y'`— '- - C Uly y, FLORIDA6. Lender SE OL a) Name and address: b)Phonenumber. PUiN CLERtg7. Persons within the state ( 1 Florida designated by Owner upon whom notices or other dac unents may be sereprovided ( a Section and ad FlotillaStatutes; a) Name and address: b) Phone number. v the8. In addition to himself.Own t uesrinSection713.13(1xb),Florida Sta tlowing persons) to receive a copy of the Lrenor's Notice as provideda) Name and address: b) Phone number: i Expiration date ec notice of commencement (the expiration date is 1 ear from the date of recordingdifferentdateisspecified) y o unless a WARNIIJG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTERNOTICEOFCOMMENCEARECONSIDEREDIMPROPERPASECTION713. ] 3, FLORIDA STA THE EXPIRATION OF THE ' IMPROVEMENTS TO YOUR PROPERTY AN0770 CO IN YO Y UNDER CATER 7] 3, PART I, POSTED ON THE JOB SITE BEFORE TWICE FOR CONSULT WITH YOUR LENDER OR AN ANCEI NT MUST BE RECORDED ANDTFIRSTINSPEION. IF YOU INTENT) TO OBTAIN FINANCING, FOUR NOTICE OF COMMENCEMENT TTORNEY COMMENCING WORK OR RECORDING Si a of Owner or Owner's AuthPafternlanager orized OfficeiMirector Signatory's Tiile/Office The oregoing instrument was acknowledged before me this fact) fnr (name of person) as _ v e4 day of ge± -• 1 by type of authority, e. ---" Pant on behalf of whom ins &, trustee, atiornev in DOUGLAS instrument was exec uted). . r•, . ` ~ ,- c,? NOTARY PUBOCRISORI Personally Scare STATS FFLORIDA known or produced Identi#teati n . e; '- Cornrn; O FL D Pursuarrt iNI= .. .. `. ENPI S 1 to section 92.525 Florida StatutesUnderpenaltiesofperjury, I declare that 920 read the foregoing and that " and belief. facts ed in it are true to the bes4 of my knowledge Revised 7.%1:07 Signa we fNattua erson Olgnp,, g (in Linc# I OjAbove'