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Home My WebLink About303 Plum Tree Ct (2)r r J; CITY OF SANFORD JAN 2 6 2016 BUILDING &FIRE PREVENTION PERMIT APPLICATIONTD EY; A- fication No: - 31, a v o° tA f( k Documented Construction Value: $ 0 C C Job Address: d Gt L FL Historic District: Yes No Parcel ID: Type of Wi Descriptioi Residential [Commercial I Change of Use Move Plan Review Contact Person: Title: Phone: Fax: Email: C'_C'Oc,JAI l'Cin1't c Pr erty Owner Informationv — 7 Name G 1 Phone: U C 60 U Street: Resident of property? : n42 City, State Zip: 00 EL 7 2 Contr ctor Information Name e- r e o f VO /$601 hone: 7 Street: 2 ,{, Fax: City, State Zip: r Z? v State License No.: c 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 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. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application wW01 fiN11A11i1Hll ii ! 1 11 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 jzoping. Signature of Owner/Agent 6ate lgnature o ntTactor/A nt Date v Pri er/Agent's Name rint Contractor/A ent's Narue 1 1 Sign afu re ofP- to of F" N * lorid y, VW to a7tLllc+/oyr'Mda Ce OR FV 1171 COMMISSION # EE 219558 Expires: July 25, 2016 Owner/Agent isPersonallyKilo to Me or Produced ID V Type of Mi'L LX)NUYS UCCMe Permits Required: Construction Type: I 'i- 2 X31-rye--- 1 MY CoMM1SS10N * FFADaCMW30,2019 Contractor/Agent}' Personally Known to Me or Produced ID !' Type of ID BELOW IS FOR OFFICE USE ONLY Building Electrical Mechanical Plumbing[] Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: of Heads UTILITIES: FIRE: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: )-&- Revised: June 30, 2015 Permit Application SCPA Parcel View: 10-20-30-5CS-OF00-0120 Page 1 of 2 CPDavld ghnaon,- FA Property Record Card REParcel:10-20-30-5CS-OF00-0120 AOOPRAI5ER Owner: SMITH EDDIE B EMINOLECCKINTY FLORIDA Property Address: 303 PLUM TREE CT SANFORD, FL 32773 Parcel:30-20-30-5CS-OF00-0120 Property Address: 303 PLUM TREE CT Owner: SMITH EDDIE B Mailing: 204 MICHAEL DR OVIEDO, FL 32765 - Subdivision Name: HIDDEN LAKE UNIT 1-B Tax District: Sl-SANFORD Exemptions: DOR Use Code: 01 -SINGLE FAMILY C:1 Legal Description LOT 12 BLK F HIDDEN LAKE UNIT 1-B PB 17 PG 54 IValue Summary Tax Amount without SOH: $919.18 2015 Tax Bill Amount $677,20 Tax Estimator Save Our Homes Savings: $241.98 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 69,411 67,524 Depreciated EXFT Value 87,411 0 Land Value (Market) 18,000 18,000 Land Value Ag 87,411 County Bonds Just/Market Value 87,411 85,524 Portability Adj 56,600 No Save Our Homes Adj 0 14,069 Amendment 1 Adj 0 1,000 Assessed Value 87,411 71,455 Tax Amount without SOH: $919.18 2015 Tax Bill Amount $677,20 Tax Estimator Save Our Homes Savings: $241.98 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Book Taxable Value County General Fund 87,411 0 87,411 Schools 87,411 0 87,411 City Sanford 87,411 0 87,411 SJWM(Saint Johns Water Management) 87,411 0 87,411 County Bonds 87,411 0 87,411 Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 11/1/2015 08578 0539 77,800 No Improved WARRANTY DEED 6/1/1997 03250 1894 66,000 Yes Improved WARRANTY DEED 2/1/1990 02155 1133 56,600 No Improved CERTIFICATE OF TITLE 5/1/1989 02067 1147 1,000 No Improved WARRANTY DEED 9/1/1986 01775 1047 62,900 Yes Improved WARRANTY DEED 10/1/1979 01247 1707 43,800 Yes Improved SPECIAL WARRANTY DEED 6/1/1978 01175 0564 30,800 No Improved Method Frontage Depth Units Units Price Land Value LOT 0 1 0 1 1 1 $18,000.00 18,000 http://www.scpafl.org/ParcelDetailInfo.aspx?PID=1020305CSOF000120 1/25/2016 Scope of work and estimated value for 303 Plum Tree Court 1. $1550 Paint interior and exterior of house 2_ $1500 Install tile flooring in kitchen, laundry and bathrooms 3. $1800 Install laminate flooring throughout rest of living space 4. $7200 Install new appliances, countertops and cabinets in kitchen 5. $1100 Install new tile in both showers 6. $900 Install new toilets and vanities in both bathrooms 7. $750 Install new lighting and ceiling fans throughout 8. $790 Install new interior and exterior doors 9. $420 Install new plumbing fixtures in kitchen and bathrooms 10. $1200 Install new windows in bedrooms, kitchen and laundry 11. $1000 Install new electrical panel Total Estimated Rehab $18,210.00 Crown & Company Construction LLC 5703 Red Bug Lake Rd #185 Winter SpringsFL 32708 CROWN& COMPANY CONSTRUCnON CRC #1328584 Name / Address Ed Smith 204 Michael Dr Oviedo FL 32765 Estimate Date Estimate # 1/22/2016 4 Customer Signature Project 303 Plum Tree Ct Description Qty Cost Total Install windows and sliding glass door 1,500.00 1,500.00 Labor Only owner to provide all materials 303 Plum Tree Ct Sanford 407)493-2555 Total 1,500.00 Customer Signature ikv CCC_ CROWN & COMPANY CONSTRUCTION Name / Address Ed Smith 204 Michael Dr Oviedo FL 32765 Crown & Company Construction LLC X703 Red Bug Lake Rd #185 Winter SpringsFL 32708 CRC #1328584 Estimate Date Estimate # 1/22/2016 4 Customer Signature Project 303 Plum Tree Ct Description Qty Cost Total Install windows and sliding glass door Labor Only owner to provide all materials 303 Plum Tree Ct Sanford 1,500.00 1,500.00 407)493-2555 Total $1,500.00 Customer Signature RECORD COPY Scope of work for 303 Plum Tree Court 1. Paint interior and exterior of house 2. Install the flooring in kitchen, laundry and bathrooms 3. Install laminate flooring throughout rest of living space 4. Install new appliances, countertops and cabinets in kitchen 5. Install new tile in both showers 6. Install new toilets and vanities in both bathrooms 7. Install new lighting and ceiling fans throughout 8. Install new interior and exterior doors 9. Install new plumbing fixtures in kitchen and bathrooms 10. Install new windows in bedrooms, kitchen and laundry 11. Install new electrical panel REVIEWED FOR CODE COMPLIANCE e PLANS EXAMINER 2 DATE 16-322 OX-DINc SANFORD BUILDING DIVISION SANFORD A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE MINE w 2C)3 A%un1 -Free Cf h`F6rd F, 321 *7'3 C, Dai z c W 0 0 N o z N PVIA 1N 3S,`6 Permit # City of Sanford Building and Fire Prevention Product App 16-322 SANFORD ification Form Project Location Address 30-'->7 RUM X PQEE L _ Sdj1U t 7?7 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) 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.floridabuildina.orq. 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 # Description include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hung Horizontal Slider G 4 Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Descri tion(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments RoofingFasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofingslate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other G. Skylights Skylights Other 7. Structural Com onents 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 Please Print) June 2014 Page 1 of 2 51 Florida FordDeparDWtd SCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links I Search Busines ProdProfessiAiOUSER: PubPublic UProval Regulation Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL14039-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/22/2015 Date Validated 04/22/2015 Date Pending FBC Approval Date Approved 04/25/2015 2/1/2016 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 C CAC NI010366.01-R2.Ddf Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.Ddf Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.Ddf Design Pressure: N/A FL14039 R2 C CAC NI010366-112.0f Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-Rl.Ddf FL14039 R2 C CAC NI010367.03-Rl.Ddf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGW029 SS.Ddf FL14039 R2 II PGW030 AT.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: oChzk M Credit Carr1 SAFE 2/1/2016 Li iMSTALLATTAN NOTES: 1. ONE(1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STA7E0. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBOi OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF *1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.FWITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) RB WOODSCREW, up COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUMCCJT LENGTH TO ACH IEVE 114 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE S. RANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE(1) R10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE I I/2INCH MINIMUM EMDEDMEHIT INTO WOOD SUBSTRATE D. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORRASION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS 06TALJATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFICGRAVITY OF OSS. Q 1•J O PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON-IMPAC7) AS TESTED GENERAL NOTES: 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: AAMA/WOMA/CSA 10XA.S.2/A440-05 2. ADEQUACYOFTHEEXISnNGSTRUCrURAL2XSTUD FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE CIF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TOTHESTRUCTURE. BUCKDESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECr OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOOJMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PRDTECrTHIS PRODUCT IN AREAS REQUIRMJG IMP RESISTANCE. WINDOW FRAME MATERIAL -'ALUMINUM 6063-73 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET S FOR GLAZING DETAILS. 7, DENGNA77ONSX"AND"0"STAND FOH THE FOLLOWING: X. OPERABLE PANEL. 0: F=D PANEL PLY, GEM 433 N. MAN ST, PO BOX 09, AOW MOUNT, VA 24151 PR 9464844346 FX- 540-484 -6683 mm 3a1 F: Q h N Z pp C 3 -1 v p -C UJI G I mu3o Ot a e a n 0 LC f( z" "i H o * Digitally signed by Hermes F. Norero, P.E. Pt7=30Reason: i am approving this document Date: 2015.04.1010:47:11 -04'00' SHEET: 1 OF 5 TABLE OF CONTENTS RSION ISHEETEVZ SHEET DESCRIPTION 1 A GENERAL 6INSTALLATION NOTES 2 ELEVATLONS 6 ANCHOR LAYOUTS 3 - 4T12FL VERTICAL A HORIZONTAL SECTIONS 4 - 4712F VERTICAL d HORIZONTAL SECTIONS 6 4812F VERTICAL & HORIZONTAL SECTIONS PLY, GEM 433 N. MAN ST, PO BOX 09, AOW MOUNT, VA 24151 PR 9464844346 FX- 540-484 -6683 mm 3a1 F: Q h N Z pp C 3 -1 v p -C UJI G I mu3o Ot a e a n 0 LC f( z" "i H o * Digitally signed by Hermes F. Norero, P.E. Pt7=30Reason: i am approving this document Date: 2015.04.1010:47:11 -04'00' SHEET: 1 OF 5 n MIT MAX. WIDTH 53.06" D.L.O MAX. WIDTH 49.44" 8 F 3 4 73D 0. UNIT MAX. HEIGHT 72.00" 4 ..x. C Bm. 3 4 A E 3 4 SASH MAX. WIDTH 5115" ELEVATION DLO. MAX. 5 3 HEIGHT HEIGHT .0. 45.56" 33.25' UNIT SASH MAX. MAX HEIGHT ` w HEIGHT 35.88' 96.00• v wa g H .X^ C 6s. L < ° o X SASH MAX. 4 3 4 6 ' 0_ coW HEIGHT' $ 36.31' Q SEE ANCHOR SEE ANCHOR SCHEDULE 5SCHEDULE SASH MAX. WIDTH 46.25^ H O V SEE ANCHOR ELEVATION 0. SCHEDULE (> n G1L p x^ z SEE ANCHOR `%%it, SCHEDULE JOQo .......... ANCHOR LAYOUT c ? 1 mil wO] N m M _ O p V PGW030 SHEET: 2 OF 5 UNIT MAX. WIDTH 48.00' PLy GEM D.LO MAX. P Jis'E:CI v$ WIDTH 44.31' d 433K"N5L,ro60X=9. R0001 µpUHT,'JA 2191 B F 3 4 pN: 540.4g463/8f7t:740.1E1-eae3 N ao m D1.0. MAX. S p DLO. MAX. 5 3 HEIGHT HEIGHT .0. 45.56" 33.25' UNIT SASH MAX. MAX HEIGHT ` w HEIGHT 35.88' 96.00• v wa g H .X^ C 6s. L < ° o X SASH MAX. 4 3 4 6 ' 0_ coW HEIGHT' $ 36.31' Q SEE ANCHOR SEE ANCHOR SCHEDULE 5SCHEDULE SASH MAX. WIDTH 46.25^ H O V SEE ANCHOR ELEVATION 0. SCHEDULE (> n G1L p x^ z SEE ANCHOR `%%it, SCHEDULE JOQo .......... ANCHOR LAYOUT c ? 1 mil wO] N m M _ O p V PGW030 SHEET: 2 OF 5 r"j ti L} t. 10 WOOD SCREW 11/2" MIN. INSTALLATION ANCHOR 1/4" MAX EMBEDMENT CAULK BETWEEN SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRY A 2X INTERIOR CONCRETE/ MASONRY A ?X WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS 3/4' MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS t CONCRETE/ MASONRY 2X WOOD BUCK BY OTHERS BY OTHERS 2X WOOD BUCK 11/2* MIN BY OTHERS EMBEDMENT #10 WOOD SCREW EXTERIOR BY OTHERS INSTALLATION ANCHOR 1/4' MA FSHIM SPACE 3/4" MIR EDGE DISTANCE STRUCTURAL O.A. SILICONE BY OTHERS WINDOW HEIGHT GLAZING SEE GLAZING DETAIL EXTERIOR FINISH EXTERIOR DETAIL I INTERIOR EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH VERTICAL SECTION (ORIZONTAL SECTION READ - 2)(WOOD 6Ua( 3 JAMB -2)(WOOD BUCK 4712 FLANGE 4712 FLANGE 114* MAX 11/2* MIN. SHIM SPACE EMBEDMENT INTERIOR SEE GLAZING 2X WOOD BUCK BY OTHERS EXTERIOR DETAm i A INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR—'-,, wilkim WINDOW HEIGHT SEE GLAZING DETAILI 1/4" MAX 3/4" MIN. SHIM SPACE EDGE DISTANCE V V SHEATHING ---- BY OTHERS STRVCTURAL6RADE--- SILICONE BY OTHERS EXTERIOR FINISH•EXTERIOR FINISH BY OTHERS BY OTHERS 2X WOOD BUCK BY STRUCTURAL GRADE O.A. CAULK BETWEEN SILICONE BY OTHERS WINDOW CONCRETE/ MASONRY & ZX WIDTH WOOD BUCK BY OTHERS CONCRETE/ MASONRY VERTICAL SECTION p HORIZONTAL SECTION BY OTHERS SILL - 2% WOOD BM 3 JAMB -2XWOOD FRAME 4712 FLANGE 4712 FLANGE rb PLy GEM 433KhkAlNSTj09ox5". ROM AUXW.VA Z4152 tn -1 ceM ol uj Z Ow Ub3 EXTERIOR 7* - 24 EiNzl OF m. 1/4" MAX. SHIM SPACE 3/4"MIR CAULK BETWEEN EDGE DISTANCE CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS 11/2• MIN. COMPETE/ MASONRY BY OTHERS EMBEDMENT INTERIOR 2X WOOD BUCK BY OTHERS 2X WOOD BUCK IOD COMMON NAIL OR 11 #8 WOOD SCREW BY OTHERS GAUGE ROOFING NAIL INSTALLATION ANCHOR INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER. CAULK 1/4' MAXEE GLAZINGDETAIL1 BY OTHERS SHIM SPACE 11/21, MIN. ... . EMBEDMENT BY OTHERS EXTERIOR O.A. DETAILS EXTERIOR INTERIOR WINDOW WINDOW HEIGHT HEIGHT EXTERIOR FINISH SHIM SPACE PERIMETER CAULK 3/4"MIN. EDGE SEE GLAZING -l/ DISTANCE EXTERIOR FINISH DETAIL I BY OTHERS L BY OTHERS INTERIOR PERIMETERCAULK Oa. 2X WOOD BUCK BYO EXTERIOR BY OTHERS Wool) SCREW WINDOW 11/2, MIR INSTALLATION ANCHOR WIDTH rF--\ VERTICAL SECTION rG--\ HORIZONTAL SECTION Kv-- HEW -2X WOOD BUCK VERTICAL SECTION JAMB -2X WOOD FRAME SILL-2XWOODBUCK 471Z FIN 4712RN 4712 FIN SEE GLAZING DETAILS EXTERIOR INTERIOR O.A. WINDOW HEIGHT U4" MAX SHIM SPACE PERIMETER CAULK 3/4"MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH K#B BY OTHERS 2X WOOD BUCK BYO Wool) SCREW CAULK BETWEEN 11/2, MIR INSTALLATION ANCHOR CONCRETE/ MASONRY & 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/ MASONRY E VERTICAL SECTION BY OTHERS SILL-2XWOODBUCK 4712RN M VERTICAL SECTION 4 MEETING RAIL 0a; PLY GEM Iti 433UMAWSM05OX". ROM AWUWT. VA Z4193 cc ZF Lij Lu 93W Z LuLu U-- i1,1 c Y , I CO : E Q W& PGW030 HEET'40F5 I 4za , G a14 ry q mk4 r. v4" MAX. SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRY 4 ?X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS II3/4'MIN, EDGE DISTANCE 11/2" MIN. EMBEDMENT CZXWOODBUCKBYOTHERS `'-` 8 WOOD SCREW 100 COMMON NA3L OR 1f INSTALLATION ANCHOR GAUGE ROOFING NAIL INTERIOR 1 Ly Q E M Y !?4L7c lk, 477 K h M0UNt VA24L 5S9, vezaui 04aa9a 6]a9 rx sawaa area WINDOW EXTERIOR FINISHt INSTALLATION ANCHOR BY OTHERS m VERTICAL SECTION 8 f PERIMETERPERIMETER CAULK BY OTHERS HORIZONTAL SECTION 1/44 MAX, Z SEE GLAZING DETAIL 1 g m Am - 511TH SPACE 11/2' MIN. EMBEDMENT 1 x HEAD-2XWOODBUCK S SHEATHING O O.A. I BY OTHERS 4812 FIN EXTERIOR p w o WINDOW HEIGHT BITE -- 3/4' MIN. EDGE DISTANCE tii Q Do ¢ x w m w o 0 SEE GLAZINGf 3/4' O. IIJSULATED GLAZING DETAIL 1 INTERIOR 1/4"MAX. a DETAIL GLASS 1. EXTERIOR FINISH BY OTHERS SHIM SPACE WOOD BUCK BY OTHERS EXTERIOR NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY INTERIOR PERIMETER CAULK e::. ' :` CONCRETE/MASONRY i wo DETAIL I WITH ASTM E 1300 GLASS CHART BY OTHERS p A o REQUIREMENTS PERIMETER CAULK 3/4' MIN. EDGE_ BY OTHERS - DISTANCE EXTERIOR FINISH a', ."`, " . BEXiERIFINISH y BY OTHERS EXTERIOR Y OTHERS 2X WOOD BUCK BY 0 1 PERIMETER CAULK mJ J LLi CAULK BETWEEN # 8 WOOD SCREW O.A. BY OTHERS c H Y 2 Q r 11/2" MIN. INSTALLATION ANCHOR +-a o 11 i5Z CONCRETE/ MASONRY 6 2X EMBEDMENT WIDTH C o WOOD BUCK BY OTHERS DWG #: CONCRETE/MASONRYI VERTICAL SECTION ORIZONTAL SECTION PGW030 03QBYOTHERS — 5 SILL-2XWOODBUCK 5 JAMB -2X WOOD BUCK SHEET: 5 OF 54812FIN022FIN DOW 3199 SILICONE WINDOW WIDTH m VERTICAL SECTION L HORIZONTAL SECTION Z 5 HEAD-2XWOODBUCK S JAMB -2X WOOD FRAME O4812FIN LY MIN. GLASS 4812 FIN ZZ BITE -- 3/4' MIN. EDGE DISTANCE CAULK BETWEEN O GLAZING DETAIL 1 INTERIOR 1/4"MAX. CONCRETE/MASONRY A2X I—I SHIM SPACE WOOD BUCK BY OTHERS SEE GLAZING NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY r,, e::. ' :` CONCRETE/MASONRY i wo DETAIL I WITH ASTM E 1300 GLASS CHART 2X WOOD BUCK REQUIREMENTS BY OTHERS 8 WOOD SCREW 1 INSTALLATION ANCHOR OEXTERIORINTERIOR ZO.A. WINDOW acHEIGHT 1/4" MAX. 1 1/2' MIN. SHIM SPACE EMBEDMENT SEE GLAZING DETAIL 1 PERIMETER CAULK 3/4' MIN. EDGE_ BY OTHERS - DISTANCE EXTERIOR FINISH a', ."`, " . BEXiERIFINISH y BY OTHERS EXTERIOR Y OTHERS 2X WOOD BUCK BY 0 1 PERIMETER CAULK mJ J LLi CAULK BETWEEN # 8 WOOD SCREW O.A. BY OTHERS c H Y 2 Q r 11/2" MIN. INSTALLATION ANCHOR +-a o 11 i5Z CONCRETE/ MASONRY 6 2X EMBEDMENT WIDTH C o WOOD BUCK BY OTHERS DWG #: CONCRETE/MASONRYI VERTICAL SECTION ORIZONTAL SECTION PGW03003QBYOTHERS — 5 SILL-2XWOODBUCK 5 JAMB -2X WOOD BUCK SHEET: 5 OF 54812FIN022FIN 398 E Dania Beach Blvd. 16 BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Of Ply Gem Windows 664712 /4_81241) Single -Hung Window for Florida Product Approval L It FL140 1219 R,evwrl Neo 3050 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single -Hung Single Hung Window Aluminum 6063 -TS See Sheet 4for Size Table Prepared For: fly Genii Windows 433 N. Main St. .tP.O. fox 559 Rocyr Rounts ,V1 Prepared by: i e rm e,i Norc>co, P.E. Florida Professional Engineer # 73778 Date: 04/15/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.1918:53:28 -04'00' Hermes Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: r. Product Sub -Category: Compliance Method: 1.2 Product Name: Ply Gem Windows Windows Single -Hung State Product Approval Method (1)(a) 4712 / 4812 Single -Hung Window Non -Impact) FL4:FL14039 Date: 04/15/2015 Report No: 3050 Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for Ply Gem Windows based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission, Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions PGW029 provided by manufacturer for specific use parameters. r. 9 Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of PGWO29 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions PGW029 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 0 7 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FLO:FL14039 Date: 04/15/2015 Report No: 3050 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute (FBC Organization #: QUA1789). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/IS.2/A440-05 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories FBC Organization # TST4744) Report#: NCTL-110-13262-2 Report Date: 08/14/10 Report #: NCTL-110-13259-1 Report Date: 08/14/10 Report #: NCTL-110-13259-2 Report Date: 08/14/10 Report #: NCTL-110-13262-1 Report Date: 08/14/10 Report #: NCTL-110-13264-1 Report Date: 08/20/10 Report #: NCTL-110-13431-1 Report Date: 10/27/10 2. Quality Assurance National Accreditation and Management Institute FBC Organization #: QUA1789) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 a 0 7 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FLO:FL14039 Date: 04/15/2015 Report No: 3050 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute (FBC Organization #: QUA1789). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/IS.2/A440-05 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories FBC Organization # TST4744) Report#: NCTL-110-13262-2 Report Date: 08/14/10 Report #: NCTL-110-13259-1 Report Date: 08/14/10 Report #: NCTL-110-13259-2 Report Date: 08/14/10 Report #: NCTL-110-13262-1 Report Date: 08/14/10 Report #: NCTL-110-13264-1 Report Date: 08/20/10 Report #: NCTL-110-13431-1 Report Date: 10/27/10 2. Quality Assurance National Accreditation and Management Institute FBC Organization #: QUA1789) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 c BUILDING DROPS F, A Perfect Solution in Every Drop Certificate of Authorization: 29578 f Installation: 1. Approved anchor types and substrates areas follows: r, Flange Installation: Fin Installation: FL#F: FL14039 Date: 04/15/2015 Report No: 3050 A. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. B. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For steel stud substrate, use #10 self -tapping type steel anchors of sufficient length to achieve 3 threads minimum engagement. A. For steel stud substrate, use #8 self -tapping type steel anchors of sufficient length to achieve 3 threads minimum engagement. Refer to manufacturer Installation Instructions PGW029 for anchor spacing and more details of the installation requirements. Design Pressure: PRODUCT OVERALL SIZE WIDTH HEIGHT DP RATING PSF) MISSILE IMPACT RATING 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50/-60 NOT RATED 4712F 48" 83.93" 50/-60 NOT RATED 4812F 48" 84" 50/-60 NOT RATED 4812F 48" 96" 30/-30 NOT RATED Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 F In order to replace a window or door successfully, you will need to use the following: 1) Tape measure •Piece of wire •Utility knife • Caulking gun • Reciprocating saw • Ladder Drill • Pry bar • Hammer • Screwdriver • Miter saw • Two or more people required In the event thatyou are unable to readily use the tools mentioned or complete the steps described, you should seek advice from an experienced installer in your area. Step A: Remove the Trim. Using a utility knife, score the paint around the interior wall on all sides of the window or door. Next, using a pry bar, separate the bottom trim from the interior wall. Repeat until all trim is removed. Step B: Measure the Opening Width. Measure the distance from the right stud to the left stud in three places (the center, top and bottom) on your old window or door. (See Diagram A.) X Write down the smallest of these three measurements Smallest Opening Width shortest Opening Height to the right — this is your opening width. Step C: Measure the Opening Height. Measure the distance from the header to the bottom stud in three places (the center, right and left) on your old window or door. (See Diagram B.) Write down the shortest of the three measurements above — this is your opening height. Step A: Measure the Opening Width. Drill a hole in the center of the left side of your old window or door. (See Diagram C.) Drill until you are through the frame, approximately 3/4". Stop drilling when you hit the air pocket and no longer feel resistance. Insert a wire into the hole to measure the depth. (See Diagram F.) Write the wire measurement down. Repeat this process, drilling a hole in the center of the right side of your old window or door. Measure the depth of the hole with a piece of wire, and write the measurement down. Using a tape measure, measure the opening width of your old window or door. Write the measurement down. See Diagram C.) Add this measurement to the two wire measurements. The total is your opening width. Repeat the entire process at the top and bottom sides of the window or door so you have three total width measurements. (See Diagram D.) Use the smallest of the three totals to order your new window or door opening width. Diagram A Diagram 8 Step B: Measure the Opening Height. Drill a hole in the center of the top of your old window or door. (See Diagram E.) Drill until you are through th frame, approximately 3/4". Stop drilling when you hit the air pocket and no longer feel resistance. Insert a wire into the hole to measure the depth. (See Diagram F) Write the wire measurement down. Repeat this process, drilling a hole in the center of the bottom of your old window or door. Measure the deptt of the hole with a piece of wire, and write the measurement down. Using a tape measure, measure the opening height of your old window or door. Write the measurement dowr See Diagram E.) Add this measurement to the two wire measurements. The total is your opening height. Repeat the entire process for the right and left edges of the window or door so you have three total opening height measurements. (See Diagram G.) Use the shortest of the three totals to order your new window or door opening height. Left Wire Right Wire Width opening Measurement Measurement Measurement Width X Top Wire Bottom Wire Height opening smallest opening Width Shortest Opening Height Measurement Measurement Memurament Haight t. Diagram C Order Y• + New • • or • • Take the above measurements to Lowe's, and a Lowe's associate will assist you in ordering the right window or door to fit your opening. mi LHTMFFR1205 Reverso en espahol. ERE. Page 1 of 5 MI. v vv r r fAJINa Cl pi ntd BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge C Stats & FactsPublications I FBC Staff I BCIS Site Map I Links I Search Busines Professi g -al @USER: PProdunic User l Regulation Product ADDroval Menu > Product or Application Search > Application List > Application Detail iwww www.wnw FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL14911-R7 Revision 2014 Approved Ilr Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Vivian Wright rickw@rwbldgconsultants.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 10/21/2016 Ryan J. King, P.E. 2 Validation Checklist - Hardcopy Received FL14911 R7 COI Certificate Of Independence (2).odf Standard Year AAMA/ W DMA/CSA/ 101/I. S.2/A440 2008 AAMA/ W D MA/CSA/ 101/I. S.2/A440 2011 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 TAS 201, 202 and 203 1994 2/1/2016 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL14911 R7 Eau]v Eau]valencv Of Standards.pdf Method 1 Option D 04/02/2015 04/13/2015 04/16/2015 06/23/2015 Page 2 of 5 Summary of Products d. S 2900/4900 - M 2902/4902 Go to Page Pagel/20 FL # Model, Number or Name Description 14911.1 a. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.1 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.1.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.2 b. S 2900/4900 - M 2901/4901 Oriel" Extruded Vinyl Single Hung Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.2 for Design Pressure Ratings, any FL14911 R7 AE Eva] 14911.2.0 additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.3 c. Series 2900/4900 Models Single Hung Extruded Vinyl Window with Nailing Fin 2901/4901 "Weather Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.3.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.3 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.3.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (Note - See 14911.24 for Wind Zone 4 and HVHZ Impact Product) 14911.4 d. S 2900/4900 - M 2902/4902 Twin - Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.4 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.4.pdf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 14911.5 e. S 2900/4900 - M 2903/4903 Triple - Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.5 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.5.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 2/1/2016 Page 3 of 5 14911.6 f. S 2900/4900 - M 2901/4901 I ASingle HungInchoronSi ll Extruded Vinyl Window -Flange with Strap Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.6.01' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.6 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.6.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.7 g. S 2900/4900 - M 2902/4902 Twin - Single Hung Continuous Head and Sill Extruded Vinyl Window -Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II INST 14911.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.7.odf Building Products, Corporation (See 14911.7 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14911.8 h. S 2900/4900 - M 2903/4903 Triple - Single Hung Continuous Head and Sill Extruded Vinyl Window -Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II INST 14911.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.8.odf Building Products, Corporation (See 14911.8 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) product particulars. (Note - See 14911.25 for Wind Zone 4 14911.9 i. Series 2900/4900 Models 2901/4901 "Weather Stopper" Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.9.12df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.9 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.9.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (Note - See 14911.25 for Wind Zone 4 and HVHZ Impact Product) 14911.10 j J. Series 2000 / Model 2001 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.10 for Design Pressure Ratings, FL14911 R7 AE Eva] 14911.10.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.11 k. Series 2000 / Model 2002 Extruded Vinyl Twin Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.11 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.11.0f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.12 I. Series 2000 / Model 2003 Extruded Vinyl Triple Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.12 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.12.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 2/1/2016 Page 4 of 5 14911.13 1 m. Series 2100 / Model 2111 1 Extruded Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.13.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.13 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.13.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.14 n. Series 2200/2300 - Model 2201/2301 Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.14 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.14.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.15 o. Series 2200/2300 - Model12202/2302 Extruded Vinyl Twin Single Hung Window - Nailing Fin Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.15 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.15.0f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. product particulars. 14911.16 p. Series 2200/2300 - Model 2203/2303 Extruded Vinyl Triple Single Hung Window - Nailing Fin Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.16.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.16 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.16.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.17 q. Series 2907 Model 2907 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.17.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.17 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.17.oddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.18 r. Series 2907 Model 2907TW Twin - Continuous Head & Sill Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.18.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.18 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.18.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. product particulars. 14911.19 s. Series 2907 Model 2907TR Triple - Continuous Head & Sill Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.19 for Design Pressure Ratings, FL14911 R7 AE Eva[ 14911.19.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 114911.20 1 t. Series 70 Model 2127 1 Extruded Vinyl Single Hung Window - Nailing Fin I 2/1/2016 Limits of Use Installation Instructions Approved fo'ir use in HVHZ: Yes FL14911 R7 II Inst 14911.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.20 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.20.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page = ID Back Next Page 5 of 5 Pagel/2® 4) Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395, -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 199 a _-= M Cried tSAFE 2/1/2016 sun n SilverLind byAndersen rql WINDOWS•DOORS SERIES 2100 - MODEL 2111 EXTRUDED VINYL SINGLE HUNG WINDOW w/ FLANGE NON—IMPACT GENERAL NOTES I. This product has been evaluated and Is In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the Mgh Velocity Hurricane Zone" (HVHZ). 2 Product anchors shoe be as listed and spaced as shown on detals. Anchor embedment to base material shall be beyond Wall dressing orstucco. 3. When used in areas requiring wind bome, debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.12 of the FBC. 4. For 2x stud framing constriction, anchoring of Ihese units shall be the some cs that shown for 2x tuck masonry consfruction. 5. Site conditions that deviate from the deta ls of this drawing require further engine edng analysis by a licensed engineer or registered architect. t. K TABLE OF COMEMS SNEET1t DaCRUTON I Typical elevation, design premms tw general notes 2 Hodzontdaverifcdcross secHons 3 Buck B.tameanchorin 4 Bin of matelot deto1 &c=ponen1s t. K rayER a C = W.1b-MAX. OVERALL FLANGE WIM I 529 MAX. OVERALL FRAME WMH c : jM' k =,. r y z gymNQ'O` o off ... ga e1 ej a o=ff It M o 5 Cia`a o 4a 46.25" x 63.25" 450'X620 X 40.0 -40,0 53.25" x 7425' 1 52.0•' x 73.0" 47.69 30,0 -30.0 i rayER a C = H c : jM' k =,. r y z gymNQ'O` o off ... ga e1 ej a o=ff It M o 5 Cia`a v 4a 46.25" x 63.25" 450'X620 3a 40.0 -40,0 53.25" x 7425' 1 52.0•' x 73.0" 47.69 30,0 -30.0 U z C5 J as nca rayER a C = gvEsa 4i c : jM' k =,. r y oI'TS.L Gnu itFsso w:., wRE p$FZ: P,OS,R1V;,;,._fE ATIV,E;_ tel){k(ENSIOIVY ADIME ISION'• silh FiJstgN:=: P+,: 37-2.5'x 63.25" 36.0'x 62.0" 31.69"x28.0" G 1 50.0 -50,0 46.25" x 63.25" 450'X620 40.69" x 28.0" 13-50] 40.0 -40,0 53.25" x 7425' 1 52.0•' x 73.0" 47.69 30,0 -30.0 AUNor N ^ 2 O M 10/24/11 i W: N.T.S. 45 w. er. 1(y m RL of., LFS 3 uwec no.: p Ft -14911,13 n IM 1 ov 4 n 1 ry d y'• g$g n WE 1-1/,'MIN. DMB. TYP. ONffirl d o • d d 24 2 26 1 22 EXTERIOR Gl INTERIOR VERTICAL CROSS SECTION v3g Shown w/1X sub -buck NOTE 1. LOCATE OPEiATING SASH LOCKS 7.5" FROM EACH END OFTHE ACTIVE MEERNG RAIL FASTEN WITH (2) #8 x 314' SELF TAPPING SCREWS. INTERIOR 2. LOCATE SASH KEWER 6.S' FROM EACH END OF THE MEETING RAIZ. FASTEN WITH (2) #6 x 3/4'SCREWS. DTERIOR 1 HORIZONTAL CROSS SECTION t g d al g$g n 23 26 //* 1{11 d; 6 O/ 0 E ZVEm. a GI INTERIOR SEE 11 J X z vi 14 U 1-1/,'MIN. DMB. TYP. ONffirl d o • d d 24 2 26 1 22 EXTERIOR Gl INTERIOR VERTICAL CROSS SECTION v3g Shown w/1X sub -buck NOTE 1. LOCATE OPEiATING SASH LOCKS 7.5" FROM EACH END OFTHE ACTIVE MEERNG RAIL FASTEN WITH (2) #8 x 314' SELF TAPPING SCREWS. INTERIOR 2. LOCATE SASH KEWER 6.S' FROM EACH END OF THE MEETING RAIZ. FASTEN WITH (2) #6 x 3/4'SCREWS. DTERIOR 1 HORIZONTAL CROSS SECTION t g d d 27 z Z g$g n 23 26 //* 1{11 d; 6 0 E ZVEm. a GI INTERIOR SEE 11 J NOTE2 10 SEE NOTE i 3s z vi 14 U QQ.& 21 VERTICAL CROSS SECTION 2 AUMEt W 5 i z 70/24/11 s Am N.T.S. KV e K B., LFS w—w No- FL -14911.13 c e7 a 4 O 2X BUCK MASONK OPE14INC d a BUCK ANCHORING MASONRY d CONCRETE ANCHOR NOTES: 1. Concrete onchor locatlore of the comers may be oogLWad to maintain the min. i edge distance to mortar joints. 2, Concrete anchor locationsnoted as"MAX O.C.(LYP.)"must beodjustedto maintaln the min. edge distance to mortar johfs, additional concrete onchorr maybe racmired to ensure the MAX O.C, jTYP.rd1mensfons are not exceeded. A 3. Concrete anchor table: g 6 ANCkok?, NCItOR': r;:lNIN •`';'M1N.:CLEARA.NCE: W! 2X BUCK 23ii MIN;:CLEA1RgyCE a•'YP:::},,;;SjZE:^-.c W/ 1 X BUCK INSTALLATION EMBEDMENT.`.'"•'701NASONRY.TO`kDIACENf w EDGE'-• .'..:.:::%LNG'HOtt".`:%': dL rrw INSTALLATION W/ 1X BUCK INSTALLATION TAPCON® U4' 1.1/4, r 4° ELCO g Z ULTRACON 1/4" 1.114" 1" 4" WOOD SCREW INSTALLATION NOTES: 2 1. MaIntaln a ftifmum 5Ar edge distance, 1"end distance, 8 I"o.c, spacing of S wood screws to prevent the splitting of wood. a ennAx. 2X BUCK FRAME MASONRY OPENING FRAME ANCHORING g 10/24/11 n ALE N.T.S. 7 m ". R7 -- MI. er LFS 3 AN'HC u0.; FL -14911,13 J W! 2X BUCK 23ii i rrpt f t 1' INSTALLATION W/ 1 X BUCK INSTALLATION 0 X2 TYP, HEAD, lei N JAMBS _ dL W/2XBUCK 37 INSTALLATION W/ 1X BUCK INSTALLATION TYP. JAMBS lyb FRAME ANCHORING g 10/24/11 n ALE N.T.S. 7 m ". R7 -- MI. er LFS 3 AN'HC u0.; FL -14911,13 i rrpt f t 1' 0 X2 lei N e f dL z I Licd1d lyb 1 g Z W U m a FRAME ANCHORING g 10/24/11 n ALE N.T.S. 7 m ". R7 -- MI. er LFS 3 AN'HC u0.; FL -14911,13 r , u THE APPROVED WHITE RIGID PVC EXTERIOR EXIRLINUNS I -UK WINUUWJ ARE TO BE PRUDUC:ED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. c lilwic GI G I DET BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME 1152-2611' PVC 2 EXTRUDED PVC SILL #52-2613' PVC 3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-1257' PVC 4 EXTRUDED PVC MEETING RAIL #52-2907` PVC 5 EXTRUDED PVC TOP RAIL #52-2908` PVC 6 EXTRUDED PVC BOTTOM LIFT RAIL #52-2949' PVC 7 1 EXTRUDED PVC STILE #52-2905` PVC 9 EXTRUDED PVC GLAZING BEAD VERT. & HORT. #52-1227' PVC 10 OPERABLE SASH LOCK lI SASH KEEPER STEEL 12 FIXED MEETING RAIL REINFORCEMENT #51-2919 STEEL 14 LOCK RAIL REINFORCEMENT #51-2821 STEEL 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FN.187 X.270, LOCK RAIL & SASH ULTRAFAB 18 WEATHERSTRIP PILE W/RN .187 X.230, FIXED MEETING RAIL ULTRAFAB 19 WEATHERSTRIP PILE W/FIN .187x. 150, SILL ULTRAFAB 20 WEATHERSTRIP VINYL BULB.187'x.375'fd AMESBUR 22 GLAZMG COMPOUND OW #1199 SILICONE 23 10 X 7' PFH SMS STEEL 24 IN X 2-3/4" PFH ELCO OR IT W CONCRETE SCREW STEEL 2S 2XBUCKSG>=0.42 WOOD 26 1 /4" MAX. SHIM SPACE27MASONRY- 3,000 PSI MN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 1X BUCK SG >= 0.42 WOOD 30 INTERCEPTSPACER STEEL 37 IO X 3" PPH SMS SZEL 38 1/4! X 4 PF'H ELCO OR ITW CONCRETE SCREW STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXIRLINUNS I -UK WINUUWJ ARE TO BE PRUDUC:ED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. c lilwic GI G I DET 0.78' 30 GLAT! G BEAD sash rnrenocE n F•— D.05 9 GIAZI G BEAD i to c 0.79 d 11A D.Oti 0 RAA TOP ! E G L ri ExTRUDED PVC GLAi1NG BEAD12RorcemeM14RoiMorcemenl 0 MIT 055" 0.-065 T R o; : o IT 0.065" Eo— — T—^I 0.91" TD.Ow o 1 PVC 2 S i1_EXTRUDED PVG MEETING RAIL 5 U EI A 6 UDED P C 8 TDM UFT RAI! T E M*D PVC 019 r°Ya a E 10124111 3 N.T.S. e S ro. BY. TSV m a. ar LFS 3 Am IG.: , FL -14911.13 n w 4 os 4 na S/8" OVERALL THK. GLASS] IlTANNEALED AIRSPACE 118 -ANNEALED 0.78' 30 GLAT! G BEAD sash rnrenocE n F•— D.05 9 GIAZI G BEAD i to c 0.79 d 11 A D.Oti 0 RAA TOP ! E G L ri ExTRUDED PVC GLAi1NG BEAD12RorcemeM14RoiMorcemenl 0 MIT 055" 0.-065 T R o; : o IT 0.065" Eo— — T—^I 0.91" TD.Ow o 1 PVC 2 S i1_EXTRUDED PVG MEETING RAIL 5 U EI A 6 UDED P C 8 TDM UFT RAI! T E M*D PVC 019 r°Ya a E 10124111 3 N.T.S. e S ro. BY. TSV m a. ar LFS 3 Am IG.: , FL -14911.13 n w 4 os 4 na R W . R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 yalrico. FL 33595 Pltone 813.659.9197 Floricb Board of Professional Ensiaccts Certificate ofAuthotiztttion No. 9813 Product Category Sub Category Manufacturer Product Name SllverLlne Building Products Corporation Series 2100 - Model 2111 Windows Single Hung One Sliverline Drive Extruded vinyl Single Hung Window North Brunswick, NJ 08902 With Flange Phone 732.435.1000 Non -Impact" Sc6pet This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 199B) for SilverLine Building Products Corporation based on Rule Chapter No. 61 G20-3, Method td of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations. 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection, this product is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction 5. Site conditions that deviate from the details of drawing FL -14911.13 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FLA 4911.13 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by ATI D4558.01-109-47 AAMANVDMA/CSA 101/I.S.2/A440-11 Architectural Testing, Inc. Michael D. Stremmel, P.E. i 2. Drawing No. Prepared by Signed & Sealed by No. FL -14911.13 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA49813) Lyndon F. Schmidt, P.E. 4. (Quality Assurance Certificate of Participation issued by Window and Door Manufacturers Association, certifying that SilverLine Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. xt' t t5Sai1'":re A tr °v ii c J Lyndon F. Schmidt, P.E. P-'. i iIn',h: •t FL PE No. 43409 t 3/27/2015 Sheet 1 of 1 Page 1 of 2 C ry fRAW r r r DeparMtd BCIS Home Login User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications FBC Staff BCIS Site Map Links I Search Busines Professi al USER: Product Regulation Product Approval Menu > Product or ADDlication Search > Aoolication List > Application Detail FL # FL10976-116 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/23/2015 Date Validated 05/29/2015 Date Pending FBC Approval 2/1/2016 Page 2 of 2 Date Approved 06/02/2015 Summary of Products Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ha:k CreditSAFrdE 2/1/2016 FL # Model, Number or Name Description 10976.1 Premium Atlantic Vinyl Bypass Sliding Patio Door (3800) 190.625" x 95.5" Insulated Glass (3/16" - 3/16" Tempered) (Safety Glazing) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10976 R6 C CAC OXXX LC-PG50-190.625x95.5.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Installation Instructions Other: FL10976 R6 II PAV SPD NCTL210-3576-4.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10976 R6 AE PER3044.odf Created by Independent Third Party: Yes 10976.2 Premium Atlantic Vinyl Pocket Sliding Patio Door (3800) 190.125" x 95.5" Insulated Glass (3/16" - 3/16" Tempered) (Safety Glazing) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10976 R6 C CAC XXXX LC-PG50-190.125x95.5.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Installation Instructions Other: FL10976 R6 II PAV SPD NCTL210-3576-3.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10976 R6 AE PER3045.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ha:k CreditSAFrdE 2/1/2016 11A I I 1 I I I 1111 fir, Validator / Operations Administrator) JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantola AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA1WDMA/CSA 101/I.S.2/A440-08 LC-PG504841x2428 (191x96) -SD COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION PREMIUM ATLANTIC VINYL JELD-WEN Windows & Doors BYPASS SGD FRAME SASH Code: JW 3557 PVC)(OXXX)(OG)(INS GL) 4841 mm x 2426 mm 1232 mm x 2359 mm REINF)(ASTM) 15'11" x 8'0") 4'1" x 71911) 2. This Certification will expire June 16,'2018 (extended from June 16, 2015 per AAMA 10344a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: National Certified Testing Laboratories Report No.: 210-3576-3 Date of Report June 23, 2009 Date: April 14, 2015 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h' 4aL ocl ted Laboratories, Inc. Authorized for Certification D T" AmericWArchitectural Manufacturers Association Installation Notes: 1. Seal flange/frame to substrate. 2. Use (2)-3116" Tapoon or equivalent fasteners through frame per location with sufficient length to penetrate a minimum of 11/4" Into concrete or masonry ar each location with a 2112" min. distance from the edge. For concrete ( min. Pc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of recons for the project of installation. This schedule addresses only the fasteners required to anchor the xiJ1 t t 111111windowtoachievetherateddesignpressureuptothesizelimitations Its noted. It is not intended as a guide to the Installation process and does V not address the sealing consideration that may arise in different wall Q- •.•'' •• conditions. For the complete installation procedure, see the Instructions .r ; •• packaged with the window or go to www.jeld-wen.com/resourcesrinstai[aWn. DISCLAIMER: T T This drawing and its contents are confidential and are not to be% '•. D reproduced or copied in whole or in part or used or disclosed to others 1 s p s Do except as authorized by JELD-WEN Inc. AWL bWANX RM END Z ur Mso a trr uA>< s"axsrna Q AZSNG DETAIL WENCTIONE CTION r MASONRY INSTALLATION - M7N. DISTA FROM EDGE+ MIN. DISTA FROM EDGE, s EM7EEYEM a •' Max Frame I DP RATING IMPACT MM DISrANX ,11905/8"x951/2111+50/-50 1 NO MW EDGDI Vr ' i. General Notes: 1. The product shown herein Is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the Industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing Is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. 03ECrE:NGINEER 2014 th F Lakeport Blvd Klamath Falls, Lakeportt 601 Blvd NTS Phone: (541) 882-3451 Premium Atlantic Vinyl Sliding Patio Door OW REV. 00 I SHEET 30F4 I I I 18" O.C. MAX. S" MAX. FROMTHRUFRAMEORNERS 17MAX.0 li THRU FRAME ; iv I v W I L DOOR WIDTH (180 5/8" MAX.) - TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL i CONFIGURATIONS APPROVED M>K i Installation Notes: 1. Seal flange/frame to substrate. 2. Use (2)-3116" Tapoon or equivalent fasteners through frame per location with sufficient length to penetrate a minimum of 11/4" Into concrete or masonry ar each location with a 2112" min. distance from the edge. For concrete ( min. Pc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of recons for the project of installation. This schedule addresses only the fasteners required to anchor the xiJ1 t t 111111windowtoachievetherateddesignpressureuptothesizelimitations Its noted. It is not intended as a guide to the Installation process and does V not address the sealing consideration that may arise in different wall Q- •.•'' •• conditions. For the complete installation procedure, see the Instructions .r ; •• packaged with the window or go to www.jeld-wen.com/resourcesrinstai[aWn. DISCLAIMER: T T This drawing and its contents are confidential and are not to be% '•. D reproduced or copied in whole or in part or used or disclosed to others 1 s p s Do except as authorized by JELD-WEN Inc. AWL bWANX RM END Z ur Mso a trr uA>< s"axsrna Q AZSNG DETAIL WENCTIONE CTION r MASONRY INSTALLATION - M7N. DISTA FROM EDGE+ MIN. DISTA FROM EDGE, s EM7EEYEM a •' Max Frame I DP RATING IMPACT MM DISrANX ,11905/8"x951/2111+50/-50 1 NO MW EDGDI Vr ' i. General Notes: 1. The product shown herein Is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the Industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing Is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. 03ECrE:NGINEER 2014 th F Lakeport Blvd Klamath Falls, Lakeportt 601 Blvd NTS Phone: (541) 882-3451 Premium Atlantic Vinyl Sliding Patio Door OW REV. 00 I SHEET 30F4 s e D BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.com JELD-WEN, inc. Premium Atlantic Vinyl Bypass Sliding Patio Door (3800) for Florida Product Approval Report No. 3044 Current Florida Building Code Method: 1— A (Certificate) Category: Exterior Doors Sub — Category: Sliding Exterior Door Assemblies Product: Premium Atlantic Vinyl Bypass Sliding Patio Door (3800) Material: PVC Product Dimensions: 191"x 96" (0)=) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR 97601 Prepared by: Hermes Norero, P.E. Florida Professional Engineer # 73778 Date: 08/06/2014 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.05.2107:33:49 -04'00' Hermes Norero, P.E. Florida No. 73778 OA\\ BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Sliding Exterior Door Assemblies Date: 08/06/2014 Report No: 3044 Compliance Method: State Product Approval Method (1)(a) Product Name: Premium Atlantic Vinyl Bypass Sliding Patio Door (3800) 191" x 96" (OXXX) Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions NCTL 210-3576-3, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing NCTL 210-3576-3 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions NCTL 210-3576-3 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 e _ BUILDING DROPS Date: 08/06/2014 Report No: 3044 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association (FBC Organization #: CER1498). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. FBC Organization # TST1589) Report #: NCTL 210-3576-3, Report Date: 06/23/09 Revision Date: 12/17/13 2. Certification Agency American Architectural Manufacturers Association FBC Organization #: CER1498) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 rrm BUILDING DROPS Date: 08/06/2014 Report No: 3044 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood frame substrate (Min. S.G.=0.42), use two (2) #10 Pan Head Wood Screw type wood frame anchors per location of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete (Min. fc = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use two (2) 3/16" diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90) substrate where wood bucking is NOT employed, use two (2) 3/16" diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel substrate (Min. 18 ga. steel, min. fy= 33 ksi), use two (2) #10 TEK Screw type steel stud anchors per location of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood frame substrate (Min. S.G.=0.42), the nailing fin may only be used in conjunction with through frame anchors. When the nailing fin is used, two (2) through frame #10 Pan Head Wood Screw type wood frame anchors are still required at each location. For the nail fin use #10 Pan Head Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (NCTL 210-3576-3) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Installation Methods: Refer to Installation Instructions (NCTL 210-3576-3) for installation methods, anchor locations, and more details of the installation requirements. Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 REQUIRED INSPECTION SEQUENCE BP# I (- Address: 30--% PLw• -tt t V-- BUILDING'PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey 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 Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door loco Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Fami ly Residence Final Building (Other) REVISED: June 2014 ELECTRICAL -PERMIT Min Max Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Pmlx m,@ IPUa i Cllr _ i Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IMECHANICALtPLE-1MX ' Min Max Inspection Ilescri tion Mechanical Rough Mechanical Final Min Max Ins ection Bescri tion Gas Underground Gas Rough Gas Final liQ THIS INSTRUMENT PREPARED BY: Name: Jeremy Berrong Address: 5703 Red Bug Lake Rd #185 Winter Springs FL 32708 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: i1 11111 I1 1 ill lftl 11i1 Il1 til hIARYANNE 11ORSEf SENINOLE COUNTY CLERK OF CIRCUIT COURT & CONFTROLLER BK '8625 Pq 1319 (IPPS) CLERK'S - 2016011152 RECORDED 1:12/112,2j-+16 12'55a+? PN RECORDING FEES $10-00 RECORDED BY hrie:lore Parcel ID Number: 10-20-30-5CS-OFOO-0120 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. _ DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) oJQ GENERAL DESCRIPTION OF IMPROVEMENT: General renovations paint, flooring, windows, and cabinets. 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 FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, 1 Clare that ve read the foregoing and that the facts stat d I It are true to the best of m wled and bell J 9, A/ ' 9. — Owner's Signature Owners Printed N me Florida Statute 713.13(1 Hg): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' y / State isf t y%. I `lam County of _ ]C ) t L 1y / ` The foregoing instrument was acknowledged before me this 2 day of — 't t IAS t 20 I by ppi `C I . Who is personally known to mr. Name of person making slate enl , _ ty I nw% , m Li/ OR who has produced identification type of identification produced _F ( 's 1.1 Ov % ., XaVW Marreronqqat_ t{h}e {/1ftIJ1 1a Notary Signature ur W COMaa7MIIWSvSIION # EE 219558 OPS° Expires: July 25, 2016 O cwt CSI O co Lu L&. oz wOWNERINFORMATION: r Name: Eddie Smith o Address: 204 Michael Dr Oviedo FL 32765 Fee Simple Title Holder (if other than owner) Name: a !_ t Address: C)s CONTRACTOR: t' Name: Crown & Company Construction LU o Address: 5703 Red Bug Lake Rd Winter Springs FL 32708 w Jl! Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date 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 FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, 1 Clare that ve read the foregoing and that the facts stat d I It are true to the best of m wled and bell J 9, A/ ' 9. — Owner's Signature Owners Printed N me Florida Statute 713.13(1 Hg): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' y / State isf t y%. I `lam County of _ ]C ) t L 1y / ` The foregoing instrument was acknowledged before me this 2 day of — 't t IAS t 20 I by ppi `C I . Who is personally known to mr. Name of person making slate enl , _ ty I nw% , m Li/ OR who has produced identification type of identification produced _F ( 's 1.1 Ov % ., XaVW Marreronqqat_ t{h}e {/1ftIJ1 1a Notary Signature ur W COMaa7MIIWSvSIION # EE 219558 OPS° Expires: July 25, 2016 O cwt CSI O co Lu L&. CITY OF SANFORD JKC Imo` 'BUILDING & FIRE PREVENTION r D/ FEB 0 9 2016 PERMIT APPLICATION BY:_Jkpplication No: 1 iO - 3 d X Documented Construction Value: $ GS - °'° Job Address:S6 3 pj (,.k %,.c e Historic District: Yes No Parcel ID: Residential R Commercial Type of Work: New Addition Alteration Repair 0 Demo Change of Use Move Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street:Resident of property? City, State Zip., cl d S1,3C. +, Contractor Information Name Street: 1 City, State Zip: 1 . Name: Street: City, St, Zip: Bonding Company: Address: Phone: `y&7- (/? "7-0-r (/7 Fax: State License No.: bf- 12&o %6, S Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A et 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 Date Signature of Contractor/Agent bate k,l,. ,k R!Alla /,-- Print Owner/Agent's Name —Prig Contractor/Agent, Name Signature of Notary -State of Florida Date i nature of NS to FL ri a o",, LISA ANTONINI Notary Public - Slate of Florida My Comm. Expires May 21, 2018iNjO o;;F o?•' Commission # FF 125242 OF 'fill Owner/Agent i -s. PersonallrKnown to Me or Cn to Me or Produced ID Type of ID 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtu Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: W—fI'" L an agent of: f CC Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: orf License Holder Name: State License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF The fgregoing instrument was a knowledged before me thisO day of 0 Z , 200 It , by 1 who is personally known to me ori< -who has produced :FL- Qk.`kyeAs `C'R V as identification and who did (did not) take an oath. Signature Notary Seal) i0.V` L It, OIL Print or type name DIANA LINGEL Notary Public - State of Notary Public, State of New York Commission No. No. 01L16209681 Qualified in Onondaga County My Commission Expires: Commission Expires August 3, 20_ Rev. 08.12) SCPA Parcel View: 10-20-30-5CS-OF00-0120 Page 1 of 2 David .Jo -x - .CFA Property Record Card PROPERTY Parcel: Parcel: 10-20-30-5CS-OF00-0120 APPRAISER Owner: SMITH EDDIE B Sf1.9NOLECOUNTY,FLORIDA Property Address: 303 PLUM TREE CT SANFORD, FL 32773 Parcel: 10-20-30-5CS-OFOO-0120 Property Address: 303 PLUM TREE CT Owner: SMITH EDDIE B Mailing: 204 MICHAEL DR OVIEDO, FL 32765 - Subdivision Name: HIDDEN LAKE UNIT 1-B Tax District: SI-SANFORD Exemptions: DOR Use Code: 01 -SINGLE FAMILY t f 1 11 -- Value Summary Units 7V2016 Working 2015 Certified Values Values Valuation Method Cost/Market > Cost/Market Number of Buildings 4 - 1 1 Depreciated Bldg Value 77,119 1 $67,524 Depreciated EXFT Value i - Land Value (Market) 21,000 $18,000 Land Value Ag st/MarketValue 98119 $85,524 Portability Adj Save Our Hames Adj 0 i $14,069 Amendment 1 Adj 0 Assessed Value 98,119 j $71,455 - Tax Amount without SOH: $919.18 2015 Tax Bill Amount $677.20 Tax Estimator Save Our Homes Savings: $241.98 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description Units Units Price Land Value LOT 0 0 1 $21,000.00 ; $21,000 LOT 12 BLK F HIDDEN LAKE UNIT 1-B PB 17 PG 54 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 98,119 0 : 98,119 Schools 98,119. 0_-$98,119 City Sanford 98,119- 0 98,119 S3WM(Saint 3ohns Water Management) 98,119 0 98,119 County Bonds 98,119 0 ; 98,119 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 11/1/2015 08578 0539 77,800 No Improved WARRANTY DEED 6/1/1997 03250 1894 66,000 Yes t Improved - WARRANTY DEED 2/1/1990 02155 1133 $56,600 No Improved CERTIFICATE OF TITLE 5/1/1989 02067 1147 1,000 No Improved WARRANTY DEED 9/1/1986 01775 1047 62,900 Yes Improved WARRANTY DEED 10/1/1979 01247 1707 43,800 Yes Improved SPECIAL WARRANTY DEED 6/1/1978 01175 0564 30,800 No Improved Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value LOT 0 0 1 $21,000.00 ; $21,000 http://www.scpafl.org/ParceiDetailInfo.aspx?PID=1020305CSOF000120 2/4/2016 SCPA Parcel View: 10-20-30-5CS-OF00-0120 Building Information Description Year Built Actual/Effective Foctures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 1973 i 6 1,231 1,960 , 1,231 CB/STUCCO $69,411 $90,1441 Descrition Area FAMILY FINISH Exba Features UTILITY i 120 FINISHED Year Built iGARAGE483 Units Value FINISHED OPEN _ ..._.._ .. _ No data to display PORCH 126 FINISHED Page 2 of 2 Permits Pennit # Type Agency Amount CO Date Permit Date 02465 02285 Misoellaneous Sanford $7,000 9/19/2012 Addition - Residential Sanford $263 6/1/1997 Exba Features Description Year Built Units Value New Cost No data to display http://www.scpafl.org/ParcelDetailhifo.aspx?PID=1020305CSOF000120 2/4/2016 r- Supreme Electric Inc 12507 Vision Way Riverview, FL 33578 C', 7- Invoice Number: Date p / o/y 490/4, Invoice Billed To: Remit To: Job Name: r,Qf ,,., Job Number: Job Address: v Work Order No: oao (f Description of Wor a t S-..ry t« W atlo C Sarukc - CJSv i tjsp + % C""J& w Co L7N19- Materials Qty Description Cost(,S.'° avo G -C (2 1 Labor Thank rou fY ourbusinesS Terms COD Invoice Totals: $