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Home My WebLink About347 W Springview DrJob Address: CITY OF SANFORD i;c - BUILDING & FIRE PREVENTION JUL 2 8 2015 PERMIT APPLICATION Application No: Documented Construction Value: $ a (ey G- 0S I W 5 P c c tJ vpew a. c Historic District: Yes No Parcel ID: 16-x0 - 3a - 5-O-7 - O0o O - UU (e O Residential 'Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 9_rJ_V\ aeA Plan Review Contact Person: VN 0'CC' e\1 Title: PC«n i ew Q I— Phone:—[d1-G3_7 -fSyOO Fax: Email: VO-cA\:!N 2.xP-a.4,u (t, cm Property Owner Information COw1 Name Phone: Street: -647 Svo c • sry e r Resident of property? City, State Zip: Contractor Information Name —\-,, Phone: S -13 -(Q -1(o- -71(4 Street: 1 bac' A kA ,N4 Fax: City, State Zip: a`M,p o< 1'c- 3261 % State License No.: 'Z6 04 (9 8S"y It Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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. 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 constructs in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, POUR furnaces, boilers, heaters, tanks, and air conditioners, etc. ff " ' FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511' Edition (2014) Florida Building Coe Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date 1. 6,44A))V= Print Contractor/Agent's Name 7 MARYLOU SESAK MY COMMISSION #FF146073 EXPIRES July 29, 2018 407) 398.0153 FloridallotaryService.com Contractor/Agent is ,_Y Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: -7[7A[[9_ UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: .R of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 3.1 5 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RP# rC. vjd 3 BUILDING PERMIT Min Max Ins ection Description Footer / Setback Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Solar Pre -Demo Final Demo Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 AridrPec- 2 94% W. C.0&rJ6114-uj -hk ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final PLUMBING PERMIT Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2" Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final 7242015 L7avtct Jahn on, CFS, PROPERi Y APIPR,#fSE SEMINCJLE COUNTY, FLORIDA Parcel: 10-20-30-507-0000-0060 SCPA Parcel View: 10.20-30-507-0000-0060 Property Record Card Parcel: 10-20-30-507-0000-0060 Owner: GALLARDO MIRIAM Property Address: 347 W SPRINGVIEW DR SANFORD, FL 32773 i Property Address: 347 W SPRINGVIEW DR Owner: GALLARDO MIRIAM Mailing: 347 SPRINGVIEW DR SANFORD, FL 32773-5996 Subdivision Name: GROVEVIEW VILLAGE 3RD ADD REPLAT Tax District: Sl-SANFORD I Exemptions: 00 -HOMESTEAD (1995) DOR Use Code: 01 -SINGLE FAMILY Value Summary Tax Amount without SOH: $1,081.55 2014 Tax Bill Amount $974.43 Tax Estimator Save Our Homes Savings: $107.12 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2015 Working j 2014 Certified PB 26 PGS 9&10 Values i Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 City Sanford Depreciated Bldg Value 80,399 -~$72,995 89,731 $50,000 $39,731 Depreciated EXFT Value 9,204 9,403 Land Value (Market) 20,000 12,000 Land Value Ag Land r_ _.........................-- _. _.. _ l..............•- _ ..........._....... ..... - Method Frontage i Depth Units i Units Price Land Value Just/Market Value 109,603 94,398 I...-. _ _...--.-....... ---- .............. _ _. ___ ...._._._......_. _..........................1... _ _ _ ------ - _._ I 1 ' SINGLE 1984 6 j - 1,419 1,941 1,419 CONCI 1 $80,399 $92,679 Portability Adj Save Our Homes Adj 19,872 5,379 Amendment 1 Adj Assessed Value 89,731 89,019 Tax Amount without SOH: $1,081.55 2014 Tax Bill Amount $974.43 Tax Estimator Save Our Homes Savings: $107.12 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 6 I GROVEVIEW VILLAGE 3RD ADD REPLAT PB 26 PGS 9&10 Taxes Taxing Authority Assessment Value f Exempt Values Taxable Value 1_. County General Fund 89,731: $50,000 $39,731 Schools 89,731 $25,000 $64,731 City Sanford 89,731 ; $50,000 $39,731 SJWM(Saint Johns Water Management) 89,731 $50,000 $39,731 County Bonds 89,731 $50,000 $39,731 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 2/1/2008 06949 1217 $100 No Improved WARRANTY DEED 9/1/1990 02222 µ0193 $82,900 r Yes Improved WARRANTY DEED .10/1/ 1984. yYV , 01589 0151 $65,400 Yes Improved Find Comparable Sales Wthin this Subdivision I. .................... _ ..__...-......._._.._ _- __ _.-.__ _.____---. ___.._._._._.___-___ _.......-......-._......._ _.____. ____..__._____._._.__-----._._.................._.. Land r_ _.........................-- _. _.. _ l..............•- _ ..........._....... ..... - Method Frontage i Depth Units i Units Price Land Value l .......... _._ _ _. _._. _-.-... i...................... _ LOT 0 0 1 $20,000.00 $20, 000 Building Information Year Built I ' Description Actual/ Effective Fixtures Base Area ;Total SF Living SF Ext Wall Adj Value Repl Value Appendages I...-. _ _...--.-....... ---- .............. _ _. ___ ...._._._......_. _.......................... 1... _ _ _ ------ - _._ I 1 ' SINGLE 1984 6 j - 1,419 1,941 1,419CONC I 1 $80,399 $92, 679 MtpJhvww.scpaB.orgq arcelDetaillrifo.aspx?PID=10203050700000060 Branch Name: Tampa Branch Number: 49 HOME LNIPRO'VEMENT CONTRACT PLEASE READ THIS Date- 07,,?/, -2-0,1 Sold, Furnished and Installed by: THD At -Home Services, Inc. d/b/a The Home Depot At -Home Services 9208 Florida Palm Drive, Tampa, FL 33619 Toll Free 877-903-3768 FL Uc # CCC058327, CGC1507093. CRC046858 Federal ID# 75-2698460 Installation Address: City State Zip Purchaseris): Work Phone: Howe Phone: Cell Phone: VIWI 445 -25 7Y Home Address: If different from Installation Address) City State Zip r E-mail Address (to receive project communications and Home Depot updates): n!A-U-*A-DQ Q y I DO NOT wish to receive any marketing emails from The Home Depot 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 Repot") 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"): r ,h 1* 'D -4 rte. fines Sheet(s) 4: Project Amount Roofing Siding Windows Insulation 3 f rUoutters f Covers []Entry Doors 1 Roofing Ll Siding 1J Windows U Insulation j Gutters; Covers Entry• Doors Roofing Siding El Windows' Insulation i Gutters f Covers Entry Doors Roofing Siding Windows 0 Insulation 0—Gutters I Covers Entry boors El - 10% of Contract Amount10% Total Contract Amount t due upon execution of this contract i" 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 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 LILTING THE HONE DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH At41OU`NTS. Acceutance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to the Product., 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 except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read. understands, voluntarily accepts the terms of and has received a copy of t ' areenient. C Cejpte s SuSmi ed b I /i' °% *X 801 4am• Cestorner am-ces timet_ iimm-edlawly r_TM completion of the tvnak for each Product- Ctawals:er dv11 execute a Completion Certifi=te lone for each Produo. 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. Th: Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual -Products) included herein. at it,, discretion, if The Home Depot or its authorized service provider determines that it cannot perforin 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 Summarv: The Payment Summary ?r ,jo! A 3 6 1 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 Repot 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 MAYWITHHOLDAMOUNTSOWEDTOTHEHOMEDEPOTFROMTHEDEPOSITPAYMENTOROTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS. Accetttance 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 except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, understands, voluntarily accepts the terms of and has received a copy oft Agreement. ceepte Suiimi d b 6 S Cust ees ignature Date Sales 2nesultan s Signature Date i TelepNo._ Z'-3/0r2S—J 3 Customer's Signature Date Sales Consultant License No. C.4 4CELLATIQN: CUSTOMER MAY CANCEL TWS r4GRE , MN17 )NTTHOUT PENAM OR OBLIGATION BY DELTVERP G 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 BYLAW IN CUSTOMER'S STATE. a, uppli"bte) NOTICE: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CON'TPLACT Page t ort od_08_15 Whfie—Branch File Yellow—Customer Ramdial. o ublic — State of Floridatart ,:•- '. JONATHON ALLEN THOWSy`'`'^ '^`•v NOTARY PUBLIC ( , Printed Name STATE OF FLORIpA e Comm# FF055234 1lExpires9/18/2017 My Commission Expiress• 1 i Personally known x or Produced Identification THD At -Home Se'r'vices, Inc. u 207 Kelsey Lane - Suite K Tampa, FL 33619 Phone: 813-402-3700 - Fax: 813-630-4112 - Toll Free: 855-729-6002 i J'" f J 1 Ik t To Whom It May Concern: This letter will authorize the following person(s) to act as agent(s) on behalf of THD At -Home Services, INC, D/B/A The Home Depot At -Home Services, 2690. Cumberland Pkwy SE, Suite 300, ' ' Atlanta, GA 30339 to sign and pull for permits, inspections, and licensing with respect to the installation, maintenance and repair of windows, doors, siding, and storm protection under Florida State Residential Contractor license number CRC046858. Authorized person(s): F Brian Kirby Don Kirby'' f Tim O'Malley a' . Christine O'Malley Elizabeth Hutchinson ' f' -Owner: Miriam Gallardo John Hutchinson } GaryBarson address: 347 Springview Drive Erick DeDios a_ Aaron Hallich e Sanford, FL 32773 • Rt. Qualifierk— Boysie. Ramdial THD At -Home Services, INC The Home Depot At -Home Services STATE OF FLORIDA x° COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this day of_ 20t-rby Boysie Ramdial. o ublic — State of Floridatart ,:•- '. JONATHON ALLEN THOWSy`'`'^ '^`•v NOTARY PUBLIC ( , Printed Name STATE OF FLORIpA e Comm# FF055234 1lExpires9/18/2017 My Commission Expiress• 1 i Personally known x or Produced Identification THD At -Home Se'r'vices, Inc. u 207 Kelsey Lane - Suite K Tampa, FL 33619 Phone: 813-402-3700 - Fax: 813-630-4112 - Toll Free: 855-729-6002 THIS INSTRUMENT PREPARED BY: I i UMAt— Name: The Home Depot at Home Services Address: 9208 Florida Palm Dr Tampa, FL 33619 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 11ARYAM4E hIORSE? SEI1II,IOLE COUI'ITY CLERK OF CIRCUIT COURT & COPIPTROLLER BK 8515 Ps 1503 (less) CLERK'S 4 2015081800 RECORDED 0'7/28/2015 11'08.32 All RECORDING FEES $10-130 RECORDED BY hdevor•e The undersigned hereby 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. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street addres if available) y-Z-ewy.\\o.4:8-71-1 2. G/ nE NERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMAT ON OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Nameandaddress: (:\ cn.\\o.ra. O 34-1 SroC.N,o e-r Z C cSckviVqo; . F- Interest in property: Cy.t- eti Fee Simple Title Holder (if other than owner listed above) Name: ,1 n Address: 4. CONTRACTOR: Name: The Home Depot at Home Services Phone Number: 813-626-7548 3a Address: 9208 Florida Palm Dr Tampa, FL 33619 5. SURETY (If applicable, a copy of the payment bond is attached): 6. Address: LENDER: Name: Phone Number: _ Address: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Phone Number: 8. In addition, Owner designates of to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 FIRSTI-ECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCJWG WORK O R RbOORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner e, or wner's or Lessee's (Print Name and Provide SignatorYs Title/Office) Aulhodzad Officer/Director/Partner/Manager) State of / Cox 1' .014-1 County of v / % O +! L The foregnstrument was acknowledged before me this _ day of 20 -`J by / ' t r 1' ,C GLG1-i h e? Who Is personally kna to me OR Name of perrsonmakstatement who has produced identification RKtype of Identification produced:y V.,CS10 JOSEPH ANTHONY FOSTER NOTARY PUBLIC STATEOFFLORIDA CERTIFIEDCOPY-IIryARYANP MORSE"N igtature Com F194456tCLERKOFTHE,CIRC UIT CO TANDE1Expire1/29/2 1ROLLERqpLECOUNTY, FLORIDA! IjAG_ CDDDJ DEPUTY CLERK City of Sanford Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: I] 0 Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Zr Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating size, type and location of windows/doors. 29 Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 1 RECORD COPY F City of Sanford Building and Fire Prevention Product Approval Specification Form gUl piNc SAfllFppiD Permit ##15 - 2 4 4X ` Project Location Address SeE As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval numbers) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinp.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # 1. Exterior Doors Swinging Sliding REVIEWED FOR CODE Sectional ROTI Up LA EDkXAMIN R Automatic Other 2. Windows Single Hun Horizontal Slider I A-rd-)RD65ou a 3 f 1 Si -7q. Lf SI V9• Casement Double Hun Fixed Awning Pass Through A PERMIT ISSU D SHALL BE CONSTRUED TO BE A Projected AUTHORITY TO VIOLATE CANCEL, ALTER OR SET Mullions ASIDE ANY OFT E PROVISIONS OF THE TECHNICAL Wind Breaker THE BUILDIN 3 OFFICIAL FROM THEREAFTER Dual Action Ht Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature -- Applicant's Name / Dula //rte Please Print) June 2014 1 r 9''-'' ,, r• / - i t moi., 11`///• r S+F'of/L ! s ! r a16 O t ol fK pL zs. I + tib •+ e a t * air '• ' ,-,.. ,..;,;-.°=, ,"' - , " ° . aMi .,1 . rw..ar 7-A rb;-i BCIS Home ! Log in User Registration` 1 Hot Topics Submit Surcharge ' Stats & Facts I Publications FBC staff ! BCIS site Map 'I Links Search i rD ' u l rm! Businesj([}j] 7 product Approval Prafessi real USER: Public User ppyq i r ,gpnW I1R ProCuct Aoororai Menu > Pro,lurt or Aoolication Search > Aonlira tion LisApplication Detail FL # FL5179-R13 Application Type Revision Code Version 204 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments t Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@slnmnton.com Authorized Signature Lupnne Harris ludnne.hariis@simonton.com Technical Representative Luanne Harris Address/Phone/Email 1 Cochrane Ave Pehnsboro, WV 26415 614) 532-3596 luanne.harris@sinmnton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 we:brrester@aamanet.org I Category I Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association I \ Year Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 301/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Florida Licensed Professional Engineer or Architect FL5179 R13 Eauiv SImEx PVC-Eogivalencv oaf i Method 1 Option A 06/24/2015 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 FL # Model, Number or Name i Description _ I 5179.1 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 98001 Sears 9300, Aircraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2 -Lite Horizontal Slider Limits of Use Certification Agency Certificate 63x48 R PG55. odf Approved for use in HVHZ: No F1 5179 R13 C CAC 07-09 HS C CAG 07-09 HS 73x51 R PG50.odfApprovedforuseoutsideHVHZ: Yes ! FL5179 R13 FL5179 R13 C CAC 07-09 HS 78x63 R PG25.odfImpactResistant: NoP Design Pressure: N/A F ' 9 R13 r rnr 07-n9-10-20 d na-n9 -10 -20 Walver odf Quality Assurance Contract Expiration DateIOther. 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55 PSF) 04/25/2017 Installation Instructions FI -5179- R13 II IN0137 07-09 07-10 07-20 SL 2X odf r1Fl5179 R13 II IN0259 SS 07-09 07-10 07-20 SL 1X odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AE PER3826 SS 2015-06-24 odf Created by Independent Third Party: Yes Reflections 5500, Prism Platinum, Generations, Irrpressions 9800, 5179.2 07-09, 07-10 and 07-20 Sears 9300, An -craft Grand Estates Premier, Amcraft Grand i Estates Premium Plus, Grandura Vinyl 3 -Ute Endvent Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 136x63 (+/-25 PSF), 148x48 & 84x63 (+/-30 PSF), ;105x51 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) Certification Agency Certificate FL5179 13 r rnr 07-09 U 100x48 R PG45 Ddf FL5179 R13 C CAC 07-09 EV 105x51 R PG45 odf FL5 9 R13 C CAC n7 na EV I -i6 63 R PG25 odf FL5179 R13 C CAC 07-09 EV 148X48 R PG30.odf FL5179 R13 r rnr m_nU PV Rdvd8 R Pf,54ndf FI 5179 R13 C rnr 07-09 EV 84c63 R PG30,odf FL5179 R13 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver.odf Quality Assurance Contract Expiration Date 06/05/2017 Installation Instructions FL5179 R13 II iN0226 SS 07-09 07-10 07-20 EV 1X.odf 579 FZ73 II IN0277 07-09 07-10 07-20 EV 2X.od_f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports F' 5379 R13 ^E PER3 25 SS 7015-06-24.ndf Created by Independent Third Party: Yes 5179.3 07-20 (Nailing Fin Installation) Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2 -Ute Horizontal Slider Limits of Use Certification Agency Certificate Ri 3 C CAC 07-70 HS 73x62 R PG50 (ext.).12dApprovedforuseinHVHZ: No FL5179f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2016 Design Pressure: +50/-50 Installation Instructions Other: 73x62 FL5179 R1 3 II IN0526 07-02 SL 2X -0d Verified By: American Architectural Manufacturers Association Created by Independent Third Party: 4 Evaluation Reports Created by Independent Third Party: 5179.4 Y 07-75 THD 6500 Vantage Pointe Vinyl 2 -Lite Horizontal Slider of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 rnr 07-75 HS 633 8 R PG55.odf Approved for use outside HVHZ: Yes FL5179 R13 C CAC 07-75 HS 72x48 R PG45 odf Impact Resistant: No F1 5179 R13 C CAC 07-75 HS 78x63..R PG25.odf iDesignPressure. N/A F15179 R13 C CAC 07-75 HS 78x63 R dF Other: 78x63 (+/-25 PSF), 78x63 (+/-40 PSF), 72x48 (+/,45 Quality Assurance Contract ExpirationnateDDate PSF), 63x48 (+/-55 PSF) 1 15/2017 Installation Instructions i FL5179 Ri'IIIN0224 ec 75-75 C_I YX.n_d_f i FL5179 R13 II IN0225 07-75 SL 2X.ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports — F1,5179 P13 AE PER3824 SS 2015-06-24 ndf j Created by Independent Third Party: Yes 1517 .5 07-75 THD 6500 Vantage Pointe Vinyl 3 -Ute Endvent Slider Lim i f Use T—_ Certification Agency Certificate pI f U for use in HVHZ: No EL5179 R13 C CAC 07-75 EV 100x48 R PG45.odf Approved for use outside HVHZ: Yes FL517 R13 r CAr 07-75 EV 110x63 R PG40.odf Impact Resistant: No FL5179 R13 C CAC 07-75 EV 136x63 R PG25.odf PG55.odf Design Pressure: N/A FL5179 R13 C CAC 07-75 EV 84x48 R Other: 136x63 (+/-25 PSF), 84x63 (+/-30 PSF), 110x63 (+/-40 FL5179 R13 C CAC 07-75 EV 84x63 R PG30.odf PSF), 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) Quality Assurance Contract Expiration Date 10/15/2017 Installation Instructions FL5179 R13 II IN0144 SS 75-75 EV 1X.Ddf FL5179 R13 II IN0145 07-75 EV 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 5179 SS 2015-06-24.DdfER13AEPER3822 Created by Independent Third Party: Yes 5179.6 41-18 Profinish BrickMould 300 Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 41-18 HS 73x63 R30.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/12/2016 Design Pressure: +30/-30 Installation Instructions Other: 72x60 FL5179 R13 II IN0234 41-18 SL 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.7 42-19 Profinish BrickMould 600 Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 42-19 HS 60x52 R PG45 (ext.).Ddf FL5179 g13 C CAC 42-19 uc 69x 5 R PG25 (ext )odfApprovedforuseoutsideHVHZ: Yes FLS; 79 R13 C CAC 42_19 HS 7206 P PG40 (ext.),odfImpactResistant: No FL5179 R13 C CAC 42-19 HS 72x54 R PG30 (ext.).DdfDesignPressure: N/A FL5179 R13 C CAC 42-19 HS 78x63 R PG25 (ext.).odfOther: 78x63 & 69x65 (+/-25 PSF), 72x54 (+/-30 PSF), 7206 Quality Assurance Contract Expiration Date40PSF), 60x54 (+/-45 PSF) 10/26/2016 Installation Instructions FL5179 R13 II IN0152 42-19 SL 2X odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.8 42-19 Simonton Profinish Brickmould 600 Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate FL5179 R13 C CAC 42-19 EV 8406 R P (ext.).odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/07/2016 Design Pressure: +40/-40 Installation Instructions Other: 84x36 FL5179 R13 II IN0153 42-19 EV 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.9 43-06 and 43-17 THD 6060 Vantage Pointe, Profinish Builder, ProFinish Contractor, ProFinish Master, Grand Estates New Construction Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL517979 R13 C CAC 43-06 HS 72x48 R35. Ddf R30.pdfApprovedforuseoutsideHVHZ: Yes FL 5179 R13 C CAC 43-06 HS 72x63 Impact Resistant: No Design Pressure: N/A Fi 5179 Ria C CAC 43-17 to 43-06 Waiver.D 1dff Quality Assurance Contract Expiration Date Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) 07/11/2016 Installation Instructions FL5179 R13 II IN0142 43-06 43-17 SL 2X.Ddf FL5179 R13,11 IN0260 SS 43-06 SL 1X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports PER38 7 SS 2015-06-24 DdfFL5179R13AE Created by Independent Third Party: Yes 5179.10 43-06 and 43-17 THD 6060 Vantage Point, Profinish Builder, ProFinish Contractor, ProFinish Master, Grand Estates New Construction Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate FL5179 R13 C CAC 43-06 EV (Fin) 96x63 R PG30 (ext) odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL5179 R13 C CAC 43-17 to 43-06 Waiver.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 09/07/2016 Other: 96x63 Installation Instructions FL5179 R13 II INOi7043-0643-17 EV 2X.Ddf FL5179 R13 II IN0269 SS 43-06 EV 1X.Ddf MODEL DESIGNATION: Simonton Horizontal Slider Series 07-75 Vinyl Window MAXIMUM OVERA Imo, NOMINAL CZE: See Size Chart nFSIGN PRESSURE RATING: See Size Chart UqARt F CONFIGURATIONS: XX GFNFRAL DESCRIPTION: The head, sill, and side jombs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 147 SIZE CHART OVERALL CZE T.O.D. v Q DP RATING m x O T.D.O. 78" 63" x 78" 63" 140 PSF 72" 48" 145 PSF m 48" 155 PSF SILICONE CAULK L—.W* MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL CZE T.O.D. WIDTH HEIGHT DP RATING W H" T.D.O. 78" 63" 125 PSF 78" 63" 140 PSF 72" 48" 145 PSF 63" 48" 155 PSF NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 2X %OGD BUCK PECORA 896 (BY OTHERS) SILICONE CAULK - 4 PECORA 896 SILICONE CAULK 1/8' MAX. SHIM BY OTHERS) HEAD 1 4X SCALE 1/8' MAX. SHIM BY OTHERS) PECORA 896 PECORA 896 SILICONE CAULK SILICONE,CAULK 2X WOOD BUCK BY OTHERS) SILL 4X SCALE REVISIONS IEVISEO BY DATE.' ADDED PUSHING NOTE T.O.D. 04/07/ UPDATED SUM PER TESTING. T.D.D. 05/24/ ADDED GLAZING DETAILS. T.D.O. 06/14/ ADDED NOTE 10 T.D.D. 01/09/' UPDATED NOTES AND CALLOUTS T.O.D. 03/20/ ADDED MW. EDGE DIST. NOTES. B.J.S. 06/17/ INTERIOR — 0.500' GLASS BITE GLAZING COMPOUND (PECORA) 1/8' ANNEALED AIR SPACE 1/8' ANNEALED SPACER EXTERIOR PECORA 896 2X WOOD DUCK STUCONE CAULK BY OTHERS) t rnl— Oth—i- So—M d 1/8' M.. SHIM Prn baro, WV 26415 BY OTHERS) 8 X 2 1/2' MIN. WOOD X .03 FIT rHE-toff SCREW WITH 1.50' MIN. 07-75 HORIZON EMBEDMENT INTO WOOD MIN. EDGE DIST., NOTES PECORA 896 ' SILICONE CAULK JAMB 4X SCALE N. This1installation has been evoluated for use in locations adhering to the current 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 herein, for use outsido the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be specified and spaced as shown Anchor embedment to base materlal shall be beyond wall dressing or stucco and Into wood. 4. The responsibility for selection of Simonton products to most any applicable local lows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are optional. Maximum shins stack is 1/8". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Wood bucks shall be Spruce -Phe -Fir. Wood minimum specific gravity = 0.42 psi. 7. Wood screws must be at least Grade 5 for unite with a design pressure < 50 PSF, and at least Grade 8 for units with a design pressure rating z 50 PSF. 8. When used In areas requiring Impact protection, this product REQUIRES the use of approved Impact resistant shutters or other external protection. 9. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being Installed. 10. Installation screws must be at least 3/4' from the edge of the wood. 11. This product complies with ASTM E 1300-04. 12. Designation "X" and '0" stand for the fallowing: X: Operable Panel 0: Fixed Panel This d—.t Is the Property oI Simonton. Windows, whleher- misneoameP ,i btpnvlW tootthe00plentwlthe ii -Fneed onditkn that R b not to be diadosed. reproduced H chola a ort. nor used N oon)xmtlon with the design, menufoeture or repair of goods for on e outer than Simonton Wind— without Its —'ent. Thb rastrktian does not fink the redpme,, rights to ul lze Information contained In this document wWoh is propedy obtained frau another sauna. Dimensional Tdeances SIMONTON* 1 1 t rnl— Oth—i- So—M d I Cod—Am. Prn baro, WV 26415 Decimals Angles seALL X .03 FIT rHE-toff XX d:.01 0' 30 min. XXX t .005 07-75 HORIZON MODEL DESIGNATION: Simonton Horizontal Slider Series 75-75 / 07-09 / 07-10 / 07-20 / 07-75 / 75-09 Vinyl Window CONCRETE/MASONRY MAXIM1,LM OVERALL NOMINAL 517 See Size Chart (BY OTHERS) DESIGN PRESSURE RATING__ See Size Chart PECORA 896 SILICONE CAULK USABLE CONFIGURATIONS: XX GENERAL DESCRIPTION: The head, sill, and side Jombs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". SIZE CHART OVERALL SIZE F DP RATING 78" 63" d:25 PSF 78" 63" 40 PSF 72" 487 45 PSF 63" 48" 55 PSF Digitally signed by Hermes F. Norero, P Reason:I am approving this document Date: 2015.06.24 07:4250 -04'00' tiff F. p PECOR SILICONE CONCRETE/ 3/16'0 TAPCON ANCHOR WITH 1.25" MIN. EMB. INTO CONCRETE MIN. EDGE DIST., SEE NOTE 2 1X WOOD BUCK f' 1 /-(BY OTHERS) HEAD 1 4X SCALE PECORA 896 SILICONE CAULK 1/4" MAX. SHIM BY OTHERS) REVISIONS: IEVISI ADDED 75-75. 75-D9, -09. - T.0 07-20 SERIES ADDED NOTE FOR 07-75 ONLY SIZE- Td T2 UPDA/ kES PER NEW NDIES 6 T.[ UPDATED SIZES PER NEW TESTING 11 ADDED MIN. EDGE DIST. NOTE. Br GLAZING COMPOUND PECORA 896 1/8" ANNEALED 3/16"0 TAPCON ANCHOR 7AIR SPACE SILICONE CAULK i 1/8" ANNEALED SPACER GLAZING DETAIL TYPICAL PECORA 896 SILICONE CAULK 1/4" MAX. SHIM BY OTHERS) BY OTHERS) PECORA 896 SILICONE CAULK L -C ---- ----- ••...... _ _ ....... _ .JAMB 4X SCALE 4X SCALE NOTES: 1. This Installation has been evaluated for use in locations adhering to the wrrent Florida Building Code and where design pressure requirements as determinedbyASCE7MirknumDesignloadsforBuildingsandOtherStructuresdonotexceedthedesignpressureratingslistedherein, for use outside the H.V.H.Z. 2. For Installation where the sub -buck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Topcon type concrete anchors must be used and the lengthmustbesuchthatominimum11/4" embedment of the Topcon into the concrete or concrete block Is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hallow block CMU• or concrete block. 3. All interior and exterior perimeter wrfaces of the window must be caulked. 4. Adjust Tapson anchor locations, if necessary, to maintain a minimum of 2.0" clearance from mortar joints. 5. When the optimal head expanders are used, the INSTALLER MUST ADJJST the anchor lengths to maintain the raqufred minimum embedment Into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall drasiing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Bucks Mall extend to Interior fore of frame such that full support of the frome is provided. A Fallow ITW/Elco Topcon anchoring Instructions. 9. The responsibility far selection of Simonton Products to meet any applicable loco) laws, building codes, ordinances• or other safety requirements rests sdely with lino architect• building owner, or Contractor. 10. A'Concrete compressive strength - 3000 PSI at 26 days. B. Concrete Masonry Unite shall conform with strength requirements of ASTM C90. C. Wood Minknum Specific Gravity m 0.55 11. Shims are optional. Max. shim stack Is 1/4". 12. When using a 3/16'0 Topcon through the wtndw frame, pro -drill the thru hale at specified Instoilation screw locations. 13. When used in areae requiring Impact protection, this product REQUIRES the use of approved impact resistant shutters or other extemol praise n. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being Installed. 15. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. 16. Designation "X" and "0" stand for the following: X Operable Panel O: Flxed Pond DISCLOSURE STATEMENT This decvmatt Is the property of Simonton Wind-% which stains ch proprietary and other rights to its wbjmt molter. Thio document b pro lded to the n eiplenl on the eVp d mdlion that It b not I. be ded-.4 reproduced In where a pal, nor used In cenjunotien with the design, manufacture or repair of good, far anyone other than Simonton Windows k thwt Its eensant. This restriction does —I 14Nt the ocpimH's rights to utllze Infomwtion eontal-el In this doawrnonI which b properly obtained from another source. Toeons SIMONTON* IXimonatandlce00. ll Oe 1 N a O w 5 1 Cochin. Aeenue Penneboro, wV 26115 Dectnds Angles . X t.O.T FIT 1 ell XX d:.01 0' 30 min. ia6 07-75 75-09 75- XXX f .005 __ _ IX WOOD BUCK BY OTHERS) 1/4" MAX. SHIM CONCRETE/MASONRY BY OTHERS) BY OTHERS) PECORA 898 3/16"0 TAPCON ANCHOR SILICONE CAULK WITH 1.25" MIN. EMB. INTO CONCRETE IX WOOD BUCK MIN. EDGE DIST., SEE NOTE 2 BY DEFIERS) PECORA 896 SILICONE CAULK 1/4" MAX. SHIM BY OTHERS) BY OTHERS) PECORA 896 SILICONE CAULK L -C ---- ----- ••...... _ _ ....... _ .JAMB 4X SCALE 4X SCALE NOTES: 1. This Installation has been evaluated for use in locations adhering to the wrrent Florida Building Code and where design pressure requirements as determinedbyASCE7MirknumDesignloadsforBuildingsandOtherStructuresdonotexceedthedesignpressureratingslistedherein, for use outside the H.V.H.Z. 2. For Installation where the sub -buck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Topcon type concrete anchors must be used and the lengthmustbesuchthatominimum11/4" embedment of the Topcon into the concrete or concrete block Is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hallow block CMU• or concrete block. 3. All interior and exterior perimeter wrfaces of the window must be caulked. 4. Adjust Tapson anchor locations, if necessary, to maintain a minimum of 2.0" clearance from mortar joints. 5. When the optimal head expanders are used, the INSTALLER MUST ADJJST the anchor lengths to maintain the raqufred minimum embedment Into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall drasiing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Bucks Mall extend to Interior fore of frame such that full support of the frome is provided. A Fallow ITW/Elco Topcon anchoring Instructions. 9. The responsibility far selection of Simonton Products to meet any applicable loco) laws, building codes, ordinances• or other safety requirements rests sdely with lino architect• building owner, or Contractor. 10. A'Concrete compressive strength - 3000 PSI at 26 days. B. Concrete Masonry Unite shall conform with strength requirements of ASTM C90. C. Wood Minknum Specific Gravity m 0.55 11. Shims are optional. Max. shim stack Is 1/4". 12. When using a 3/16'0 Topcon through the wtndw frame, pro -drill the thru hale at specified Instoilation screw locations. 13. When used in areae requiring Impact protection, this product REQUIRES the use of approved impact resistant shutters or other extemol praise n. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being Installed. 15. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. 16. Designation "X" and "0" stand for the following: X Operable Panel O: Flxed Pond DISCLOSURE STATEMENT This decvmatt Is the property of Simonton Wind-% which stains ch proprietary and other rights to its wbjmt molter. Thio document b pro lded to the n eiplenl on the eVp d mdlion that It b not I. be ded-.4 reproduced In where a pal, nor used In cenjunotien with the design, manufacture or repair of good, far anyone other than Simonton Windows k thwt Its eensant. This restriction does —I 14Nt the ocpimH's rights to utllze Infomwtion eontal-el In this doawrnonI which b properly obtained from another source. Toeons SIMONTON* IXimonatandlce00. ll Oe 1 N a O w 5 1 Cochin. Aeenue Penneboro, wV 26115 Dectnds Angles . X t.O.T FIT 1 ell XX d:.01 0' 30 min. ia6 07-75 75-09 75- XXX f .005 __ _ MODEL DESIGNATION: Simonton Endvent Slider Series 75-75 / 07-09 / 07-10 / 07-20 / 07-75 / 75-09 / 75-10 / 75-20 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE• See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: XOX GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 6• ' Ij l I 1. I 14 3/4- MAX. I O.C. TYP. 6- 125 PSF 84" 63" 130 PSF 110" 63" 140 PSF 100" 48" 145 PSF 84" Q 155 PSF 6 v x x 7 T.D.D. 11/30/11 o F X tX WOOD BUCK B is PECORA 896 SILICONE CAULK f BY OTHERS) 9 ADDED MIN. EDGE DIST. NOTE B.J.S. 06/19/201 Q PECORA 896 W MAXIMUM OVERALL FRAME WIDTH 0.500• GLASS BITE SIZE CHART OVERALL SIZE DP RATING 136"_ 63" 125 PSF 84" 63" 130 PSF 110" 63" 140 PSF 100" 48" 145 PSF 84" 48" 155 PSF Digitally signed by Hermes F. Norero, P Reason: I am approving this document Date: 2015.06.24 07:48:12 -04'00' II F. 1/4" MAX. SHIM BY OTHERS) PECORA 896 SILICONE CAULK PECORA 896 SILICONE CAULK 1X WOOD BUCK CONCRETE/MASONRY •:: j;;; :: }: ( BY OTHERS) BY OTHERS) SILL ' 1X WOOD BUCK NTMcnOrJREsof BY OTHERS) ar' REVISONS: REVISED BY DATE 3/16.0 TAPCON ANCHOR CONCRETE/MASONRY '•{..,.. ti 1/4" MAX. SHIM 4 UPDATED GLAZING DEAD PROFILE T.D.D. 04/03/08 WITH 1.25" MIN. EMB. INTO CONCRETE a without its consent. This restriction does not ItR the a right. to utilize IntomwBon contained In this WITH 1.25• MIN. EMS. 5 UPDATED SIZES AND INSTALLATION TYPE T.D.D. G6/12/08 MIN. EDGE DIST., SEE NOTE 2 MIN. EDGE DIST., SEE NOTE 2 6 AND T.D.D. 03/t6/1D CONCRETE/MASONRY': 7 T.D.D. 11/30/11 BY OTHERS) 5 & 1 tX WOOD BUCK B UPDATED SIZES PER NEW TESTING. T.D.D. 03/20/14 PECORA 896 SILICONE CAULK f BY OTHERS) 9 ADDED MIN. EDGE DIST. NOTE B.J.S. 06/19/201 PECORA 896 0.500• GLASS BITE SILICONE CAULK f.YALNC COMPOUND 1/4" MAX. SHIM PECORA 896 BY OTHERS) 1/8" ANNEALED IR SPACE111L91/8• ANNEALED SPACER HEAD 1 4X SCALE GLAZING DETAIL TYPICAL 1/4" MAX. SHIM BY OTHERS) PECORA 896 SILICONE CAULK PECORA 896 SILICONE CAULK 1X WOOD BUCK CONCRETE/MASONRY •:: j;;; :: }: ( BY OTHERS) BY OTHERS) SILL ' 1X WOOD BUCK NTMcnOrJREsof BY OTHERS) PECORA 896 SILICONE CAULK CONCRETE/MASONRY '•{..,.. ti 1/4" MAX. SHIM BY OTHERS) BY OTHERS) 3/16.0 TAPCON ANCHOR . o a without its consent. This restriction does not ItR the a right. to utilize IntomwBon contained In this WITH 1.25• MIN. EMS. 4 rectplenl s y document which is propady obtained from another source. INTO CONCRETE MIN. EDGE DIST., SEE NOTE 2 4X SCALE JAMB 47 SCALE NOTES 1. This installation has been evaluated for use In locations adhering to the cummt Florldo Building Code and where design pressure requirements as detanninedbyASCE7MinimumDesignloadsfarBuildingsandOtherStructuresdonotexceedthedesignpressureroUngslistedherein, for use outside the H.V.H.Z. 2. For Installation where the sub -buck Is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Topcon type concrete mlchors must be used and the length must be such that a minimum 1 1/4" embedment of the Topcm Into the concrete or concrete block is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hallow block CMU, or concrete block. 3. All interim and exterior Perimeter surfaces of the window must be caulked. 4. Adyst Tapccn mchor locations, If necessary, to maintain a minimum of 2.0" clearance from mortar joints. 5. When the optimal head expanders ore 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 sholl be beyand 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. Bucks shall extend to Interior face of frame such that full support of the frame is provided. 8. Follow ITW/Elco Topton anchoring Instructions. 9. The respmsiblity for selection of Simonton Products to meet any applicable local laws, building codes, ordinon—, or other safety requirements rests solely with the architect, building owner, or contractor. 10. A. Concrete compressive strength - 3000 PSI at 28 days. B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. C. Wood Minimum Specific Gravity - 0.55 11. Shims me optional. Max. shim stock Is 1/4". 12. When using a 3/16"0 Topcon through the window home, pre -drill the thru hole at specified Installation screw locations. 13. When used In meas requWng impact Protection, this product REQUIRES the use of approved Impact resistant shutters or other external protection. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being installed. 15. Glazing shall comply with ASTM E 1300 according to Florida Building Code. 16. Desl9natlm "X" and "O" stand fm the following: X: Operable Panel 0: Fixed Panel NTMcnOrJREsof Y document is the property of Stanton windows. whichSW retains ail proprietary and other rights to its subject matte. 7 document la provided to the recipient en the expressedThisd Prnnsbom, WV 26415whileandithatItbnottobereproducedwholeend. fconjunctionwiththedesign, tonmanWindowtures ornowiththeP• Pmt. nm used Finfaranyonej77p repair of goat lor anyone other than Scanlon WIndows m SS. a without its consent. This restriction does not ItR the a right. to utilize IntomwBon contained In thisE• e, 0WW6.h.Z 4 rectplenl s y document which is propady obtained from another source. al Tolerances Uri— OtherivIse Scocifled Decimals Angles X .03 XX t .01 0' 30 min. XXX t .005 SIMONTON' 9" -iriola4 s00wIwoowsT.D.D. JUAIW10/24/07 1 Cocbrmhe Avenue CHECKED BY: DATE Prnnsbom, WV 26415 SCALE:EET: APPR D BY: DATE: FIT 1 of 1 1X BUCK 1 MODEL DESIGNATION: Simonton Endvent Series 07-75 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE* See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: XOX GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070" AC J NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 2X WOOD BUCK PECORA 896(BY OTHERS) SILICONE CAULK * PECORA 896 SILICONE CAULK 1/8' MAX. SHIM BY OTHERS) HEAD 1 4X SCALE PECORA 896 SILICONE CAULK PECORA 896 SILICONE CAULK 2X WOOD BUCK BY OTHERS) SILL 4X SCALE REMSION9: SIZE CHART OVERALL SIZE WID HEIGHT W" "H" DP RATING 136" aio 25 PSF 84' v F5 wS a z x t30 PSF 110" 63" 40 PSF 100" 48" 45 PSF 84" 9V' MAX OVERALL WDTH t55 PSF NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 2X WOOD BUCK PECORA 896(BY OTHERS) SILICONE CAULK * PECORA 896 SILICONE CAULK 1/8' MAX. SHIM BY OTHERS) HEAD 1 4X SCALE PECORA 896 SILICONE CAULK PECORA 896 SILICONE CAULK 2X WOOD BUCK BY OTHERS) SILL 4X SCALE REMSION9: SIZE CHART OVERALL SIZE WID HEIGHT W" "H" DP RATING 136" 53" 25 PSF 84' 63" t30 PSF 110" 63" 40 PSF 100" 48" 45 PSF 84" 48" t55 PSF NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 2X WOOD BUCK PECORA 896(BY OTHERS) SILICONE CAULK * PECORA 896 SILICONE CAULK 1/8' MAX. SHIM BY OTHERS) HEAD 1 4X SCALE PECORA 896 SILICONE CAULK PECORA 896 SILICONE CAULK 2X WOOD BUCK BY OTHERS) SILL 4X SCALE REMSION9: REVISED BY DATE UPDATED NOTES AND GENERAL DESCRIPTION. T.D.D. 02/01/11 UPDATED STIES PER TESTING. T.D.D. 05/24/11 ADDED GLAZING DETAILS. T.D.D. 06/09/11 110 IUPDATED NOTES AND M01.1T5. I T.D.D. 103/20/14 ADDED MIN EDGE DIST. NOTES CJM 106/18/15 INTERIOR 0.50D" GLASS BITE GLAZING COMPOUND (PECORA) 1/ AI ANNEALED AIR SPACE 1/8' ANNEALED SPACER EXTERIOR 1. This installation has been evaluated for use in locations adhering to the current 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 herein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be specified and spaced as shown Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety require— ments rests solely with the architect, building owner, or contractor. 5. Shims are optional. Maximum shim stack is 1/8". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Wood bucks shall be Spruce—Pine— Fir. Wood minimum specific gravity = 0.42 psi. 7. Wood screws must be at least Grade 5 for units with a design pressure < 50 PSF, and at least Grade 8 for units with a design pressure rating Z 50 PSF. B. When used In areas requiring Impact protection, this product REWIRES the use of approved Impact resistant shutters or other external protection. 9. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being installed. 10. Installation screws must be at least 3/4" from the edge of the wood. 11. This product complies with ASTM E 1300-04. 12. Designation "X" and "0" stand for the following: mSUSIS STA1E]AENT This document is the property of Simonton windows, which retains all proprietary and other rights to Its subject matte. This document Is provided to the recipient an the expressed ondition that It is not to be disclosed, reproduced M whole a part, nor used in conjunction with the design, manufacture or repdr of goods for anyone other than Simonton Windows without lis consent. This rmtriction does not limit the recipient's rights to utilize Information contained in this document which is properly obtained from another source. Dimensional Tolerances00 PECORA 896 2X WOOD BUCK SIUCONE CAULK BY OTHERS) 1/8' MAX SHIM Pmnsboro, %VV 26415 BY OTHERS) d8 X 2 1/2" MIN. WOOD X i:.03 SCREW WITH 1.50' MIN. XX f .01 0' 30 In. EMBEDMENT INTO WOOD XXX f .005 MIN. EDGE DIST.. SEE NOTES PECORA 896 SILICONE CAULK JAMB 4X SCALE 1. This installation has been evaluated for use in locations adhering to the current 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 herein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be specified and spaced as shown Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety require— ments rests solely with the architect, building owner, or contractor. 5. Shims are optional. Maximum shim stack is 1/8". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Wood bucks shall be Spruce—Pine— Fir. Wood minimum specific gravity = 0.42 psi. 7. Wood screws must be at least Grade 5 for units with a design pressure < 50 PSF, and at least Grade 8 for units with a design pressure rating Z 50 PSF. B. When used In areas requiring Impact protection, this product REWIRES the use of approved Impact resistant shutters or other external protection. 9. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being installed. 10. Installation screws must be at least 3/4" from the edge of the wood. 11. This product complies with ASTM E 1300-04. 12. Designation "X" and "0" stand for the following: mSUSIS STA1E]AENT This document is the property of Simonton windows, which retains all proprietary and other rights to Its subject matte. This document Is provided to the recipient an the expressed ondition that It is not to be disclosed, reproduced M whole a part, nor used in conjunction with the design, manufacture or repdr of goods for anyone other than Simonton Windows without lis consent. This rmtriction does not limit the recipient's rights to utilize Information contained in this document which is properly obtained from another source. Dimensional Tolerances00 SIMONTON* w I N D O 5 tlnleaa Otherwise Saaci6ed 1 Cochrale Avenue Pmnsboro, %VV 26415 Decimals Angles ALE: X i:.03 FIT t of l XX f .01 0' 30 In. IES: 07-75 ENDUEXXXf .005