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HomeMy WebLinkAbout445 Rosalia Drv CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION AUG 2 2 2010 , IL Application No: Documented Construction Value: $ V 0 6 U Job Address: q VS 1`0 S c,\c c C' Historic District: Yes No Parcel ID: r3 - q -,>I- °l dd 4 U- Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: '1 E6_k a W :- oQ CL 5 t i< _c I k'Z-P— Plan Review Contact Person: AN Q) \ NLA 4 Title: Phone: _747--G3 7 kYOO Fax: Email: -(-tM, l(hkcAWN (a—eYL&I OA.Afitit4 C-6 m. Property Owner Information Name 9- (S Street: qq - ``u.s al i , 1 ' - City, State Zip: Phone: Resident of property? : Contractor Information Name (R v A os A Os- Tro Street: `i la \ \\ CI"VQ- U) "-q- City, State Zip:Ft. 3?7 01 Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: State License No.: 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. 1 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. 1 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: 51' Edition (2014) Florida Building Code 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 pen -nits 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. Tlne 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 pen -nit 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 Z 0-1 d'0 Cl- "-LY Print Contractor/Agent's Name Sign tutu flik4ar-StfAPCAh rWU SESAFQat x: o11,7 My COMMISSION #FF146073 EXPIRES July 29, 2018 407) 399-0153 FloridallotaryService.com Contractor/Agent is k 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: 22 b UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Sf 9--2R- l Revised: June 30, 2015 Permit Application FLORIDA AGREEMENT do 0 oy o 753 Fleet Financial Ct., Longwood, FL 32750 SOLUTIONS 321-279-3798 ° WWW.FLORIDAWDS.COM Florida Window & Door Solutions agrees to furnish all materials and labor as described below: Hr;meowner Name: t kt'`aw n / L i c( l' Date: Project Address: J r ,tib ' . v City: S A A.)T Zip: 2j Phone: Z2,t 2 ZqJ Email: Estimate #: SCOPE OF WORK: Florida Window & Door Solutions ("FWDS'D shall provide and install the products and accessories and provide the services described in this Agreement and Estimate that is incorporated herein by reference on premises of the Homeowner(s) identified as the Project Address (the "Project"). FWDS will do the following: Obtain necessary permits • Record Notice of Commencement • Insulate and caulk around products Deliver and unload products • Use drop cloths in work area • Wipe down all glass surfaces Prepare openings for new units • Install all products per contract • Remove and dispose of existing units Verify that all products installed • Remove drop cloths, remove all debris, and • Review Certificate of Completion are operating properly vacuum We will remove sensors for the alarm system no charge All work will be performed on Monday — Friday, 8:00 a.m. to 5:00 p.m., unless other arrangements are made. Due to the rainy seasons and the quickly changing Florida weather, install dates may change from the initial scheduled or planned dates. Please initial Homeowner will: (Initial to verify you have read.) Homeowners Association approval _Yes (1) _ No Interior/Exterior painting (3) All blinds & interior window treatments need to be removed prior to installation (4) All furniture needs to be moved away from any window or door being replaced, as best they can, e.g. built-in large entertainment centers. All personal items, wall hangings & valuables must be removed prior to your installation date Any non-movable furniture (e.g. pianos, built in cabinets, etc.) must be cleared of items and covered prior to installation Arrange to have any plumbing and/or electrical repairs or changes made by an appropriate licensed contractor prior to install date. Change Orders (2) Provide site electricity for power tools Fill nail holes unless otherwise specified Remove and reinstall existing shutters and awnings unless reinstalling for a price, get with your sales rep. Exterior access to installation openings must be available. Secure all pets away from work area Permit on site prior to confirming installation Provide any balance due on last day of Installation. Initial Details Reviewed: (Initial All That Apply) Cal® iR l) j yj- r Siding Work /1 Flooring Affected Interior Trim Product Specifications Stucco Work !- _ Custom Trim Screw Hole Installation Glass & Labels Cedar Trim/Shingles Remove Existing Sill Rolscreen Door Sill Height Frame Expander _ Drywall Patch l _ Painting/Staining _ / Hinging &Slide Changes Customer Signed NOC — Special Equipment_ Clip and/or Fin Installation ---Non-FWDS Door Hardware (6) 1) rder processing and delivery/installation will remain on hold until HOA approval is provided to FWDS. In some counties, the Building Department also requires the letter of approval prior to permitting. 2) Extreme care is taken during the installation process to prevent stucco or drywall damage. Small chip repair is included in this installation agreement. If additional repair is needed, labor and material will be determined by your installer and additional charges will apply. 3) Interior or exterior painting required due to stucco, siding, trim, or drywall repair will be homeowner's responsibility. 4) Window treatments and hardware must be removed prior to installation. FWDS does not warrant or guarantee window treatments anchoring, fit or operation after installation. FWDS is not responsible for any damage to window treatments if they are not removed prior to installation. FWDS does offer this service to take down and put up blinds $20 per opening, if the blinds are old and have UV damage, we are not responsible for them. 5) Installers are not qualified to re -install alarm components. Wires will be pulled through frame or wall if able. UV rays make the plastic brittle and they may crack and break, we are not liable for the alarms, you will need to call your alarm provider once we are finished. 6) Non-FWDS hardware is not warranted or guaranteed in regards to fit and function. Modifications to FWDS Doors to accept non-FWDS hardware is the responsibility of homeowner. 7) `Our Labor Warranty for Windows does not include or mingle with the manufacturer's warranty on windows. If a window fails or leaks due to a manufacturer defect and not because of our installation, this will not be covered by our labor warranty. The window manufacturer holds responsibility for the failure. Also note: Each window and door manufacturer's warranty will differ. Please consult with each manufacturer. Acceptance of Estimate: The 019ve spec fication and conditions are satisfactory and hereby accepted. FWDS is authorized to begin the work as specified t oGe. I Homeowner SignatureF .;ffl Date omeowner Signature X Date: FWDS Representative Signature X f Date: /a. Description Quantity RateAmount Andersen Silverline SPD series 5800 and single hung series 2900 windows, white vinyl 1 2.907.00 $2.907.00"' inside and Out, LoE glass to exceed code. Total count 1- 8'x8' slidi;)g door with screen- From the inside the right panel slider will slide to the left and the left is fixed. 2 window epenine with 4 total windows. Installation is included Description of work to be done 1 50.00 50.00 10 Year Labor Warranty against water penetration, and windows and Coors hinging &/or sliding properly due to installation:. Remove and dispose of old windows Wor doors install new windows &/o; doers. plumb level and square, water proof in with 50 year caulk. Plast pro all fiberglass door rot free jambs and 25 year warranty. 3 x6'9" outsrring door. 1 5818.00 $818.00"' With miniblinds between the class. From inside the hinges are left seventy hinges antique brass, knob is on right with deadboit. Installed Side service door has wood rot installed $539 Permit 1 275.OD $275.00* A_....... _.._. . . Indicates non -taxable item Subtotal TAX (7.00%) 4,000.00 0.00 Total 34,000.00 Paid 2,000.00 Balance Due 2,000.00 The signee hereby agrees to the terms and conditions set out in this document. Signed,pd dated: a August 5, 2016 permit Number. OtS -3 Fo[io/Par ,el identification Number 1- - - Prepared by:'Ry O.a e - Return to: 2v'cc,1 Or h 6 ick- a 1uc t n d U tL State of Florida, County of Orangeand in accordanceTheundersignedherebygivesnoticethatimprovementwillbemadetocertainrealproperty, with Chapter 713, Florida Statutes, the following iiiior nafiort is preceded In *,his Notice of Commencement. 1 _ U cripuon of property (I al desert lion of the p operty, nd street address if a ai{ab{e) 7in.8r CI Cr7pI1 Vi N Jt Vve eorc f f _Lv... D `6 L... 3. O..wnbr inforrnation or Lessee information if the Ls ssee Corn I/ _ -- r^_ n. UQ.F i2R"-1.0'1)1 interest in Property Uwv ti Mame and address Vkf fee simple titiehaiider (rt different Addffess 4. Contractor Telephone Numbat Name v: VIC Floes Product Installations Authorization Letter / Power of Attorney To Whom It May Concern, FLORIDA 00 0 o SOLUTIONS Owner / Jobsite: kee ree S Pen C2 YS- tr Sano,rj r, 3x77/ I John Meacham, hereby authorize the following persons to act as agents on behalf of myself and Central Florida Product Installations to pull and sign for the above referenced Building Permit which was submitted under my Florida State Contractor License number CBC1256917. Authorized Persons: Brian Kirby John Christianson Erick DeDios Martin Sterling Aaron Hallich Joseph Orozco Tim O'Malley Elianora Morejon Frank Jaramillo 407) 399-0153 Regards, STATE OF FLORIDA COUNTY OF SCM,..4 The forgoing instrument was acknowledged before me this /3 day of a.1"s-r , oto It by John Meacham, who is personally known to me. Notary of the Public AL N1 ov S10& k Printed Name SEAL) MARYLOU SF-SAK MY COMMISSION #FF146073 9 oartiop; EXPIRES July 29, 2018 407) 399-0153 Floridallotary Service.com City of Sanford Doors - Windows Application Checklist Il 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: Pl"*' Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. 2 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. Ej. I, 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. 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 I 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: 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 x (1 Copy of applicable contractor's license issued by the State of Florida (if the contractor is the NJ 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. 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. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. Contact Person information entered in Naviline? Application forms stamped received and initialed 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, andfederal code requirements. Revised: February 2015 Product Appro 16-2359 Permit # ecification Form REVIEWED POR CODE COMPLIANCE R `0?J) PLANSEXAMINER S' DATE -— Project Location Address 9 ,5'ca a ( 3'7-71 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.floridabuilding.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 # Description (include decimal) 1. Exterior Doors Swinging P10.? r a,. e t,;e F, lays Do, I sa s. Sliding y 8 •y Sectional Roll Up Automatic Other 2. Windows Single Hun kkverloe -r-W, C, + Iv9r Horizontal Slider Casement Double Hung SAINIFOBE BUILDING DIVISION FixedA PERMIT 03-31 IF SHAI L BE NSTRUED TO BE A Awning Pass Through LICENSE TO PROC ED WITH THE WORK AND NOT AS ASIDE ANY OF THE, PROVISIONS OF THE TECHNICAL Projected Mullions CODES, NOR SHALL ISSUANCE OF A T! 1E BUILD In- OPFICIAL FROM THF:RPAFTPn REQUIRING A CORRECTION OF ERRORS IN PLANS, Wind Breaker CONSTRUCTIOTIORVULA11 NSOFTHISCODE Dual Action Other t-`• -r rr - June 2014 AUG 2 2 1 2016 Category / Subcategory Manufacturer Product Description(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 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate 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 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— e)^ ate Please Print) June 2014 445 Rosalia Dr Sanford, FL 32771 Replace 2 Doors and 2 Windows size for size 3 #2 1 96x96 Sliding Door FL 14998.4 2 73x62 Twin Single Hung FL 14911.4 3 73x62 Twin Single Hung FL 14911.4 4 36x80 Swing Door FL 15215.1 Silver Line Windows - Abbreviated Quote Report 5 , Silver[ in Rainbow Intl, Rosalia I=yAndersen WINDOWS -DOORS Quote #: 196 Print Date: 08/08/2016 Quote Date: 08/08/2016 SL iQ-Version: 9.0 Page 1 Of 2 Customer: 0000000149 Address: United States Phone: Fax: Sales Rep: Administrator Contact: Item MY Item Size (Operation) Location --- ---- 0001 1 5802,2 Panel Patio Door Unit Size = 95 5181, W x 96" H RO Size = 96 1/811 W x 96 1/2" H Nominal Size = 80 x 80 White, Left, Low -E Sun, DP30, TS Tempered, Full Screen, Nailing Fin 0002 2 2902,Twin Single Hung Unit Size = 73" W x 62" H RO Size = 73 1/2" W x 621/2" H Standard, White, Low -E Sun, DIP25, Standard Glass, Standard Glass, Standard Glass, Standard Glass, Half Screen, Double Lock, Cut All Fins woe- z Customer Signature Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory C.Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association -QA Quality Assurance Contract Expiration Date 10/21/2016 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14911 R7 COI Certificate Of Independence (2).odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA/ 101/I. S. 2/A440 2008 AAMA/WDMA/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 https://fl ori dabui I di ng.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx2l btdSCx8gX0219DxVh92zFl3pR U gDdjAA%3d%3d 1/5 7/8/2016 Florida Building Code Online TAS 201, 202 and 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL # j Model, Number or Name Florida Licensed Professional Engineer or Architect FL14911 R7 Eauiv Equivalency Of Standards.odf Method 1 Option D 04/02/2015 04/13/2015 04/16/2015 06/23/2015 14911.1 'a. S 2900/4900- M 2901/4901 1994 0 0 Page 1/ 2 0 0 Description 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.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.2 b. S 2900/4900 - M 2901/4901 1 "Oriel" Extruded Vinyl Single Hung Window with Nailing Fin Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.2.pd 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 I Evaluation Reports Other: See INST 14911.2 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.3 c. Series 2900/4900 Models 2901/4901 "Weather Stopper" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14911.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - See 14911.24 for Wind Zone 4 and HVHZ Impact Product) 14911.4 1 1d. S 2900/4900 - M 2902/4902 Single Hung Extruded Vinyl Window with Nailing Fin Installation Instructions FL14911 R7 II Inst 14911.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14911 R7 AE Eval 14911.3.odf Created by Independent Third Party: Yes 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 14911.4.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No j 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.[)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.5 1e. S 2900/4900- M 2903/4903 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Triple - Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Installation Instructions FL14911 R7 II Inst 14911.5.pd Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports hftps://floridabui ldi ng.orglprlpr_app_c tl.aspx?param=wGEVXQwtDquZRj 59%2fDrx2l btdSCx8gXO219DxVh92zFl3pRU gDdjAA%3d%3d 2/5 SERIES 290014900 - JAVIODEL 2902/4902 EXTRUDED VINYL TWIN SINGLE HUNG CONTINUOUS HEAD AND SILL WINDOW wl NAILING FIN NON-IMPAcr' C FNERAL NOTES f. This product has been evaluated and is in compliance with the t':di!ic.n 20141) Florida Building CodeC HVH !, Z,. JFBC) structural reciuven-rents exciudil g the 'Kgh Velocity Hurricane Zone" j 2, Product anchors shall be as listed and spaced as shown an details. Anchor ernbedment to base niorerial shall be beyond wall dressing or stucco, 3. When used in areas requiring wind borne debris protection this product is real iled to be protected vMh on impact resistant covering that complies with Section 1609.1,2 of tare 1`13C. 4. Site conditions that deviate from, the details of this drawing require further engineering anotysiS by a licensed engineer or registered architect. TABLE OF CONITNTS illffff # DESCRIPTION I 9!ot 1 Siqn pressures & general notes FIN TYR' —Ief ilor"Zontol & vertical cross sections 3 Harccrrctal 3 verfcg3 cross sections 4 Buck frame anchoring DIMENSION DIMENSION 6 pill of matef-iols, amazing detaii & components tiN A, Z 95.59'fA.AX.OVEPAU. rRAiAE W01W PIP DESIGN PRESSURE (PSF) FIN FRAME D.L.O. DIMENSION DIMENSION DIMENSION POSITIVE fff 78.98" x 75.48" 75.50" x 72.0" 33.0" x 32,75' G2 50.0 o 98.98" x 77.48" 95.50" x 74,0' 43.0" x 33,75' G2 30.0 30,0 75.48" x 65,48" 72,0" x 62,0" 31.25" x 27.76' G1 35:O 35.0 83.48" x 77.48" 80.0" x 74.0" 35.25" x 33.75" OVERALL OVERALL MAX GLASS DESIGN PRESSURE (PSF) FIN FRAME D.L.O. TYPE DIMENSION DIMENSION DIMENSION POSITIVE NEGATIVE 78.98" x 75.48" 75.50" x 72.0" 33.0" x 32,75' G2 50.0 o 98.98" x 77.48" 95.50" x 74,0' 43.0" x 33,75' G2 30.0 30,0 75.48" x 65,48" 72,0" x 62,0" 31.25" x 27.76' G1 35:O 35.0 83.48" x 77.48" 80.0" x 74.0" 35.25" x 33.75" GI 25.0 I d78.98" x 80.23" 75.50" x 76,75" 33,0" x 35.25" G1 25. I 0 t NOTE: Max. overall frame height and widtf, occur or separate units N NOTES: S,,):h reinforcement Ii ern 20) required fo., beighIs > 62" 1mthDR, > 35 1t. 2, Mullion windo, 3. WUliof windo, @-114" MIN. EMB. (TYP-J 2 ' IiORIZO L CROSS SECTION 2,11' IfEkI I IOQ VERTICAL CROSS SECTION Ila IfEkII IOQ VERTICAL CROSS SECTION lo' it: 0 O IfEkII IOQ VERTICAL CROSS SECTION rS Sash mamw requifed6heigwithD,P, z muffim.mlitems y&6mA,m window size 72"x 67wilh n«:ate ye«cmm+feap1for window. #!mwith n«<zr SEE NOTE !! 2 HORIZONTAL CROSS SECTION p. . rACA LCROSS SECTION di/ . ...... 2X BUCK WASO N:ii GPENINC f ice..... BUCK ANCHORING MA5ONRY s'raft rFfRNCliOfiNt.TrS. t.. Cn ._r afe radn,.hCa L u;".e i, ut fhe ecr'ers rrtdy;^." actusf d rnaYnFc#n l,he rr;ra. ec'3 r3 ice n>lrkar to ntr Z Cc [eW t "v'a.lfon •r+fu'MAY OC, (YYf'J mv0 bpods fej to m unre n fixe rrvn. aoge dt s n a to m rte r rrxmMad - crc fe a iir a y t"'e rrttluuet€ to .0 e .hc, M. X. CltYYP.}" alV, nW c c aedaad. 3. CC -- i+alo —rhf tnbW: IX KICK WINDOA' _ AT FRAMEI MASC'NR'Y OPENING t i ANCHOR NCHOR MfNd MIM CLEARANCE MLN, C,EARANCE TYPE SIZE EMBEDMENT To MASOPIR'Y TOADJACENT . 411' oXFFAV.,ING TO BE D-rS GN ' EnGI ANCHOR.. ETW 1/4. 1..1/4" 2" 4' A AND , TF C(AT)Dl'NG.3HN USED. 4r•{ t pisii v EiCo 1(4^ :... m 1_114' 1" 4" URRACON v GCIG CREW f ip l.d.,Atf taOT S,. i ,lol tK orrrnraw, St$ cdge 03tnrT c.;'vnd dislalce. A i'oc_ Sp<xkig of c d ct re'r. to prc-"Vrxt the sp'On,Fi o '''racack C7 ;`, ITYP.J TYP, FRAME ANCHORING 2X BUCK 2X SUCK VIN IF -110'141 FRAME 4.5' MAX. w ?" T'Yp. SN Jrd' r'i5 f r s, f G FRAME ANCHORING 2X STUD c 411' oXFFAV.,ING TO BE D-rS GN ' W'• z o v nSY , Ctdvlh l o OR ARC H'Tt t,' r, 40 i OF RECORD BASED7 GN t' t GAGS A AND , TF C(AT)Dl'NG.3HN USED. 4r•{ t pisii 4.5' MAX. w ?" T'Yp. SN Jrd' r'i5 f r s, f G FRAME ANCHORING 2X STUD 4,24" 19 EXTRUDED VINYL JAMS EXTRUDED VINYL _HEADER 2.9 EXTRUDED _VINYL SPIT_ i . MEETING RAIL. SASH TOP RAPC (' SASH OLE ' GLAZING BEAR 4 GtAZfNG BEAD..... 7Sash Wednckd f. S/ c ERALL ci fi SE i 455 z ir- f'Il l'2`r i 5. 3i3"f°AraqEaLEDUk"s kid ' Qm r , tr AIRSPACE /Jf%)f{jli6if a l O ti °1 z 1, v L.Jf3 ,. f... ... 3/32" ANNEALED 4 c asc tit G f S$ SITi. ....... 3iisi CQtf. C 4i k GLAZING, DETAIL T' ; N% GLASS c n 11 r. w AIR SPACE E/2" GLASS G2 , GLAZING DETAIL NsL--"' IHE APPROVED WHITE RIGID PVL EXTERIOR EXTRUSIONS FOR WINDOWS ARE O BE PRODUCED BY EXTRUDERS LICENSEES IN "AA.MA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". IF a-. ` w c la 4.5" El El 4` REINFORCEMENT RFINFORCE1+tENF ' A REINFORCEMENTREINFORCEMENTfREINFORCEMENTgS27'-- 20 try sosn ( 2 Meetinr roil .... vv„1 Vnti..' sc.v,aae ien• .nt rtiEd <a Iamb ,.- a Large Smra`:I s i INTEGRAL MfiiittON l sra =- 8ftt Of MATERIALS ITEM tai=SCRdFidOfV MATFRfAt __ A 2X FRAMING SG > D 42 'NC:O47 WOOD C 1(4 IMAX StIIP 1 SPACE D 3LY1 OR tiOLL.O'A' BLOCK. CONFORMING TO SCREv ......._.__ _ ........ _ _ ---- MASONRY- STEEL E A'ASONRY 'JCYJ PSI MIN, CONCRETE CONFORMING TO ACI CONCK _iE: C1 ASTwt C9t3 F fd8 X 1 i /2" AFt i SMS STEEL .... H 1F Y 7 ... i EXiR=JDEIJ VINYL PVC si,r€NDOW HEADER W iIN ff'9Ci2 VINYL 2 EXIREJDCD VINYL PVC WINDOW hti Ellh'G RAIL I 29G1 vi'V fl 3 EXdRUDED IN PViE SASH Tt?P RAIL JOCK 't2y 8 _ VINYL EX€RL3DED VItV41 PVC SILL VJJFIN s•2`IOU - — VIN I 5 EXTRUDED VINYL PVC SASH LIFT RAIL dBOTiOM VINYL. b E TRIJDED VINYL PVC SASH LIt`fG BEAD ti 122? • VINYL EXTRUDED VINYL PVC SASH 1NTEr2LOCk GLAZING B A? 12ai _ VINYL" 9 EXTRUDED VINYL PVC JAt't VJ F:N X461 _ VINYL 10 EXTiiUDEi7 VitdYE PVC 5A$H STILES s?905 VENYt I 1 EXTI:UD D —VINYL P'JC' TWIN Ot ITERt AED(ATE JAMS ; 2421 (0 (1'11" t 4 d WALLTHK.'_ VINYL t2 ENTERCE i SPACER STEEL 13 GLAZING COf.APOUNJDQW # 11 J} SaLiCt1NE 0 $ASH REINFORCEMEt^1T GLi&. To #i93B AmUhi NJfv4 21 ROLL FORMED STEEL TOP RALE. REINFC)RCEtvtENT r282I $TEFL 22 ROLL FORMED STEEL. MEETING RAIL REINFORCEMENT #124iF STEL 2G INTiRN1W`DIATE JAMB LARGE REINF..O A" ROLL FORAtsEC} STEEL STEEL 27 INTFRMEDIA.TE lArtAEi S`ALL REINF 054" ROLL FORMED STEL.,,._..... __ ,, m_„ . _ _ . STEEL — 30 SASH IOCKBYSiLVEP.LINE #i24i" VINYL 3i KEEPER. GLAZING BEAD BY $IIVERElNE X2240' G°E,iYL 32 KEEPER ATTACNr`iENT SCREW Vii& x 314" PFH IYPE "'A" IIPdC PL.ATE6 STEEL 7/12/2016 Year Florida Building Code Online 2005 AAMA/WDMA/CSA 101/I. S.2/A440 2008 ASTM E1886 2002 ASTM E1996 2002 TAS 201, 202, 203 1994 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Search 4 r Business.,, si nes 1") USER: ProductApproval V L.ssIV-nab Product A, rm;ol Menu > . rcr a '' A:o2 c t on Scarch > Application List > Application Detail a FL # FL14998-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp.. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received 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) Equivalence of Product Standards Certified By Sections from the Code Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 10/21/2016 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL14998 R2 COI CERTIFICATE OF INDEPENDENCE.pdf Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I. S.2/A440 2008 ASTM E1886 2002 ASTM E1996 2002 TAS 201, 202, 203 1994 https://fl oridabui ldi ng.orglprlpr_app_dtl.aspx?param=wGEVXQwtD quZRj 59%2fD rx259j 7wH OMZIObTYOXtPcPOLshhDtgW W %2f9w%3d%3d 1/4 7/12/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 1 Model, Number or Name 14998.1 a. Series 5500/5700 Model 5502/5702 Method 1 Option D 05/01/2015 05/01/2015 05/09/2015 06/23/2015 Description Extruded PVC Sliding Patio Door - (XO or OX configuration - up to a nominal 60 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14998 R2 II Inst 14998.1.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 14998.1 for Design Pressure Ratings, any FL14998 R2 AE Eval 14998.1.1)df additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. 14998.2 j b. Series 5500/5700 Model I Extruded PVC Sliding Patio Door with Nailing Fin - (XO or OX 5502/5702 configuration - up to a nominal 60 x 6'8) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1.4998 R2 TI Inst 1.4998.2.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 14998.2 for Design Pressure Ratings, any FL14998 R2 AE Eval 14998.2.odf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 14998.3 I c. Series 5800 Model 5802 '. Extruded Vinyl Sliding Patio Door with Nailing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14998 R2 II Inst 14998.3.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 14998.3 for Design Pressure Ratings, any FL14998 R2 AE Eval 14998.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes partjQJ.Lrs. 14998.4 d. Series 5800 Model 5802 HD Extruded Vinyl "HD Reinforced" Sliding Patio Door withiNailingFin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14998 R2 II Inst 1.4998.4.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 14998.4 for Design Pressure Ratings, any FL14998 R2 AE Eval 14998.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. , 14998.5 I e. Series 5800 Model 5802 HD Extruded Vinyl "HD Reinforced" Sliding Patio Door without Nailing Fin - (XO or OX Configuration) Limits of Use [ Installation Instructions Approved for use in HVHZ: No i FL14998 R2 II Inst 14998.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 14998.5 for Design Pressure Ratings, any FL14998 R2 AE Eval 14998.5.pdf additional use limitations, installation instructions and product f Created by Independent Third Party: Yes particulars. ; 14998.6 f. "WeatherStopper'""' Series 5800 Extruded Vinyl "Impact" Sliding Patio Door with Nailing Fin - Model 5802 (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14998 R2 II Inst 14998.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https://floridabuilding.org/prlpr_app_dtI.aspx?param=wGEVXQwtDquZRj59%2fDrx259j7wHOMZIObTYOXtPcPOLshhDtgW W%2f9w%3d%3d 2/4 SilverLine byAndersen Ir4l WINDOWS*DOORS SERIES 58+0 — MODEL 5802 HD EXTRUDED VINYL "HD REINFORCED" SLIDING PATIO DOOR Wj NAILING FIN NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 5th Edition (2014} Florida Building Code (FBC} strac±ural 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 borne debris protection this product is required to be protected with an impact resistant covering that complies wilh Section 1504.1.2 of the FBC, 4. For 2x stud framing construction, anchoring of these units snot be t"he some as that shown for 2x buck masonry construction. Increase anchor length to account for sheathing or wall covering, 5. Site conditions that deviate from the detoits of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET N DESCRIPTION 1 Typica; elevation design pressures & general rotes 2 3 Horizontal cress sections m Vertical cross sections 4 Buck one frame anchoring 5 BrTI of motedois, glazing details 8 components 98.ST MAX OVERALL FIN WIDTH— M.50 ID 3 9550,"`,iAXFRAME WIDTH I ' i E i r C7 L 1.1.1 W- O X x. tD I; OVERALL FIN DIMENSION OVERALL PANEL DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.0" X 83.5" 36.5" X 77.57 31,5" X 72.75" GT 50,0 yam Y : 48.5" X 77.6' 43.75" X 72,75" pt't''` 50.0 50.0 07 48.5" X 92.5" 43.75" X 87.75" G 1 30,0 v r eraa a TII OVERALL FIN DIMENSION OVERALL PANEL DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.0" X 83.5" 36.5" X 77.57 31,5" X 72.75" GT 50,0 50•0 98,5" X 83.5" 48.5" X 77.6' 43.75" X 72,75" GI 50.0 50.0 98.5" X 98.5" 48.5" X 92.5" 43.75" X 87.75" G 1 30,0 30.0 NOTE: i. Through the frame anchors (item 20) are required for frame widths > 72" with D,P > 313 psf, I - I JA" MIN. Eva PIP.1 HORIZONTAL CROSS SECTION WrMOR HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION K 2 1i -]/,v mm. E? .B. (TY?.) ON 4K PV 1 TL 11/16/11 1 8, 11. 11, W,hV" In . FL -1499&4 T 2 -,r 5 rO See Note 2 SEE NOTE 2 C --11 J1- -11,xt VERTICAL CROSS SECTION 3 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 Direct to masonry 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARC K ECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. NOTE: Foe 2X stud construction the length of the onchors shoal increase an amount equol to the thickness of any sheathing of wall Covering with a minimum or 1-314" embedment into 2X stud. 2. Through the frame anchors (Hem 20) are required for frame widths > 72` witty D.P > 30 PSL EY. dERIOR SEE NOTE I ll 8 PPH SMS t -3f 4" MIN. I N SHEATHING / WALL COVERING THICKNESS --I I -- SEE NOTE I IS PPH smsd SHEATHING i WALL COVERING THICKNESS SEE NOTE 2 VERTICAL CROSS SECTION 3 2X Stud construction Typ. 9,1, head and jcrnbs; if fNTFRJOR CRAWL SPACE FRAMING TO BE DESIGNED d BY "WE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CiIADDING BEING USED, a R'.E& ar: ICV - c sr: LFS FL— 14998.4 or 5 „ n Z.• rw pi r' y• G U i ` `t WJF l, 0a v b (5 o XJ a t CRAWL SPACE FRAMING TO BE DESIGNED d BY "WE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CiIADDING BEING USED, a R'.E& ar: ICV - c sr: LFS FL— 14998.4 or 5 „ BUC MASON' , OPENIN I BUCK ANCHORING CONCRETE ANCHDR.N.O.T.E.S.: i. Concrete anchor Locations at the carriers may be adjusted to maintain the min. edge distance to morfarjoints. 2. Concrete anchor focations noted as "MAX. ON CENTER" must be adjusted to maintain the mim edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dirnension, are not exceeded, 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT O Y, EDGE ANCHOR TW 114" 1-1/4" 2" 4" TAION OPENNG W TYP, ELCO 1/4" 1.1/4:" 4" ULTRACON 9 j WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance. I " end distance, & I " o.c. spacing of wood screws to prevent the splitting of wood, SWAY.* --s O.C. 4 S. , AV. - 5 0: 0 JAMRS ............ — O Y, J Z z MASONRY, OPENNG W TYP, THROUGH STRIKE 9 j a 4L FRAME ANCHORING, M X MASONRY Sosh removed for clarity) YT P. HEAD JAMRS ............ — OJ Z z MASONRY, OPENNG W j FRAME ANCHORING, X MASONRY Sosh removed for clarity) Note: For DP — 30 PSF, i. use IW max. o.c. spccing LJ 1P. 7 KV 45 CH11- BY: SILL FRAME ANCHORING IrY? MW-1c; Direct to masonry) f'4-14998.4 S;.m -4 B 2X BUCK SG > D 55 w 1vu C 114" SHIM SPACE MAX D 1/4_X 2-3/C ELCO OR °7W PFH CONCRETE SCREW _ _• STEEL E MASONRY 3,060 PSI MIN. CONCRETE CONFORMINGviING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO AS C90 F 1/d X 1 ELCO OR (TJ P H CONCRETE SCREW314 STEEL t DhAIPJ t RAw1E 1^/IT€i RE EPiO1. R" PVC 7 FIXED INTERLOCK'PVC 3 SASH PVC 4 EC UAL GLASS ADA.F TOR -- PVC 5 SASH LOCK IJ EETING STILE '_—.---..._........................_................_.........._. — PVC b SIILTRACK(5063 T6j ....... ALUMINUM 7 SILL COVER'PWC 9 ts8 X 1 3/d' PPH SMS „,. STEcL I6 FIXED IN7ELROCK REItJFORCEMENT --- _ ---....... ... STt -! ... 11... SASH INTERLOCF:REIN€ORCEt4[NT Sr# 12 SASH REINFORCEMENTSTEL 13 GLAZING SPACER STEEL INTERCEPT ALUMINUM 14 PVC GLAZING BEAD PVC- VC 15B1 X 3' PPH SMS _ STEEL 1 b SASH CONTROL DUAL POINT LOCK #24fiE3 84 . - STEEL 17 GLAZING COMPOUND SILRCONE 20 1 #8 X 2" PPH SMS I STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS`, 01.44" GLASS Blit; —j I" RIK. GLASS I JW TEMPERS:) AIR SPACE. 116 TEMPERED Gf GlA21NG DETAIL GLAZING BEAD i I " tl li 63" 6 t r SASH ( SASH INTERLOCK _ r 3 t......._......_ i 5 ......._.__ / 4 EQUAL GLASS ADAPTOR. f aE o J FIXED JNTERL, K SILL COVER fb `, SILL TRACK u j 3C) I' .........;.... 2t.•. ._ __..__..._._,_-1.25" , 1.28" . x-.. __ ti; I 010.3 —; t.. t 1 Q63 p t t m f FIXED INTERLOCK ( \ SASH RFJNfORCEMfNT I i- ` 10 _ _ r SASH INTERLOCK RE§NFORa;d{z'di MAIN FRAME T= 11/16p 1 U c. KV sx LFS i -L-14998.4 TT 5 of 5 7/1/2016 Florida Building Code Online IN I ( tea+.«:: d 3 I 4 4..:; u.,,..,. . J _.... r ... BCIS Home Lag In User Registration Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff 1 BCIS Site Map Links Search Product Approval USER: Public User Product aoorci;i :11^u > r'roduct o 'gr_aticn >)ic,-;tinr, Lsst > Application Detail Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15215 R4 COI Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 AAMA/ W DMA/CSA101/I. S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 hftps://floridabui ldi ng.orglprlpr_app_c tl .aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR IwKC EEkj BgAYU yY4mj ky2zD L6Kr2m R M 3Q%3d%3d 1/5 FL # 215-R4 Application Type sion Appr Code Version Application Status oved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15215 R4 COI Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 AAMA/ W DMA/CSA101/I. S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 hftps://floridabui ldi ng.orglprlpr_app_c tl .aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR IwKC EEkj BgAYU yY4mj ky2zD L6Kr2m R M 3Q%3d%3d 1/5 7/1/2016 Florida Building Code Online ASTM E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 'D FL # \ Model, Number or Name Method 1 Option D 01/28/2016 02/02/2016 02/08/2016 04/12/2016 15215.1 _.,e a. Onelite Series Fiberglass Door 2009 2002 1994 0 0 Page 1/ 2 0 0 Description 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 15215 R4 II INET 15215.' .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 15215.1 for Design Pressure Ratings, any j FL15215 R4 AE EVAL 15215.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15215.2 b. Onelite Series Fiberglass Door 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelite - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.2.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 15215.2 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.2.odf additional use limitations, installation instructions and product; Created by Independent Third Party: Yes particulars. 15215.3 c. Onelite Series Fiberglass Door 68 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No " FL15215 R4 II INST 15215.3.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 15215.3 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.3.pdf additional use limitations, installation instructions and product j Created by Independent Third Party: Yes particulars. 15215.4 d. Onelite Series Fiberglass Door 68 "Non -Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.4.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 15215.4 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.4.odf additional use limitations, installation instructions and product `. Created by Independent Third Party: Yes particulars. 15215.5 e. Onelite Series Fiberglass Door 68 "Non -Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use ( Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https://fl oridabui I di ng.org/pr/pr_app_c tl.aspx?param=wGEVXQwtD gv3yWKJZ 1 QR IwKC EEkj BgAYU yY4mj ky2zD L6Kr2m RM 3Q°/o3d%3d 2/5 a stij ro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 ONELITE SERIES FLUSH GLAZED FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" C>E`AERANOTES I , This proaucl has been evoluWed and is in compliance mft the 5th Edition (201 4) Florida BuMing Code (FBC) structural fec;Lftornenfs excluding the "High Velocity Hurncone 7one" i-miz). 2, Product ocichoors shall be as listed and spaced (is sho,.,;rl on details. Anchor ernbednient to tease material shall be beyond wail dressing or stucco, 3. Wijen used k". areas requiring and bane debri, profection fNs product is required to he protected With an impact resistoW covering thot complies -.,iith Section 1609.1.2 of the FBC, 4, For 2x stud framing construction, anchoring of these units shall be the some as thotshown for ' 2N buck masonry construction. 5. Site Conditions !Kat deviate from the details of this drawPg requi* fixthor engineering ano[ysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION I Typicol elevot or,, design pressures. & gen,gra= notes 2 Doo(ponel, deldi ls D ' I ' 0 * Horizontal cross sections 4 Vertical cross sectlons 5 Buck and frome anchoring - 2X etick mosomy comrru ction 6 6-0 " ®_ me anchoring - I X buck masonry constroction 7 BTI of motel -11, lozirlg -tall e. corn. 1121 37--,0 MAX. OVERAL FR,W,E WiDIH Z us 0 0 T S. L FS F,,-172 Y 5. C, A i a 7 OVERALL OVERALL GLASS DESIGN PRESSURE (W) SWING FRAME D ' I ' 0 * TYPE DIMENSION DIMENSION. POSITIVE .. NEGATIVE INSWING 37.50" x 82.00" 26.25" x 65.93" 50.0 o GI 50.0 50.0OUTSWING37.50" x 80.50" 24.25" x 65.93" T S. L FS F,,-172 Y 5. C, A i a 7 GTS INTERIOR FTvl o z 4 E EXTERIOR a HORIZONTAL CROSS SECTION 15 35.7YMAX. 1,59' DOOR PANEL WIDT 26 25" N-AX- INTERIOR EXTERIOR D.L.O.WUH 2 H STILE ce: lul' tv P'/c 0 0 x 0 LOCK milfatow-, R I POOR PANEL JK q)-kATC4 I HlkGE STILE— r2 VERTICAL CROSS SECTION ac>ment c aLFS i ,s ..... r til I 0 Q •, a c / rtj,$r 0 ctt t r7 p ebINTERIOR r U na r 2' j EXTERIOR 3 HORIZONTAL CROSS SECTION L. a it4"gyp. 3 4 i-t/4'rt,Ir4. 2' ,t" -_ EMB, [rrP t _ 4 ;- 4 EhAR, IrrF_1 Us SINK CSNK - I Z13 t 2€i i 2T i% r7 4ii a Y INTERIOR INTERIOR t EXTERIGREXTERIQCi K , — T BJK t- LF 3 HORIZONTAL CROSS SECTION f2 HORIZONTAL CROSS SECTION l 3 ,• !w'uts Wng shown -;rrswing aleaapproved sJG aia, r V O i ow 40 f 4F r f y dam m in o 24 r 2 V vt EXTERIOR INTERIOR EXTERIOR J! INTERIOR L. V' yY i f i VERTICAL CROSS SECTION 2 `° VERTICAL CROSS SECTION , ~ r 4 OutnNing shown - insn= ng \ .4 / $hown w/ i X sub-buck n Gllso Copproved EXTERIOR INTERIOR ~ tiE pf+ t I, N EXTERIOR INTERIOR (A j4J.. / 640 L34 1 I x JK m tF VERTICAL CROSS SECTION , VERTICAL CROSS SECTION 4 3 d ` s_ OufSrMngconfgorntio n , 9 go 5P?E:7 car 7 MASONRY OPENING 2x BUC i i 1 h MASONRY OPENING 1 1 4RAh L 2x BUC BUCK Ah CHORfNG MIKE_JAM8_ CON CkETE ANCHOR NOTES_ I. concrete anchor loco6ons of the corners stay be adjusted to maintain the: min. e dge disfonce to mortario+nts. 2. Concrete anchor locations noted OS "MAX, ON CENTER' most be ori,='usted to maintoin the rain, edge disfonce to rnortor joints, addiffonol concrete anchors may b reel rived to ensure: the "MAX, ON CENTER" dimension are not exceeded. 3, Concrete anchor tabic, ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITY1114„ 1-1J4" 2" 4' TAPCON ELCO 1J4" 1-1/4" 1" ULTRACON- 4N©OtJ 5CRE4V fNS TALLATliifV NQTES: f Mainfa rt o rn=rzihturn b/&`' elge distance.. !"end dlefonae. 8 t"o.c. saarlr;g at wood screv s to prevent the Splitting of wood. FRAME ANCHORING Mason"y 2X bink mflstruc4 urn HINGE JAMB LATCH 8 DEADBOLT DETAIL HINGE DETAIL i F.S 4 us^ c rR._..i521.l c er 5 ;,r 7 t1 1 3 t"t f! O0 o T - U a .a mono. t E VC W rr -Y tJ 4C? t r HINGE JAMB LATCH 8 DEADBOLT DETAIL HINGE DETAIL i F.S 4 us^ c rR._..i521.l c er 5 ;,r 7 t1 4K 419", p Z, Y, N -', HEAD MASONRY JAMAS . . .. ...... . OPENING E v6 FRAME 0 n_ V) Z0 I X BUCK 0 STRIKE JAMB .............. fRAME A CHORNG H NGE JAMB LATCH & DEADBOLTDIFIAll m,clsor,ry 1X bvck consl4luctio'll CONCRETE ANCHOR NOTES 1. Concrela anchor locations at the corners may e)(-,, alcusicd to mointaiin the rnin. edge distance to mortar Joints. 2. Corscrefe cinchor locations noted as Wl.,AX. ON CENTER" must be adjusfi d to fmaintainthemin, edge, distanceance tomortarjo;nts, additforialcancreIanchors may be required to ensure the `MAk ON CENTER" difrnension are not exceeded. 3. Concieto onchot table: ANCHOR ANCHOR MIN MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT j c. TYPE SIZE EMBEDMENT EDGE ANCHOR ITW 114" I -11N, 2" 4" N, T. S, TAPCCN- Dwc.. ae. JK w, LFS 11W 1-11N, 3" C TAP 014' I'll" 1, 1 WOOD SCREW INSTALLATION NOT 1. maintain a minimum 516" edge distance. I"enddi'stance. V'ox. spacing, of wood screws to prevent the spOting of wood. 6 7 JQ Kai STEEL CONCRETE STEEL STEEL 17 K%KSET KEYED ENTRY - SIGNAIURE SERIES A, TCKWIKSET DEADBOLT - SIGNATURE SERIES 78t, STEEL FINGcR JOINTED FINE FRAME, HEAD & HINGE JAMBS WOOD 2F POLYFIBER JAMB COMP, (VINYL 27 LATCH STRIKE PLATE STEEL 26-GEADBOLT STRIKE PLATE STEEL SO— WV EATHER-STOP 3647 Ho LIM, INDUS, DUST, RIES .. ..... ............ .. VINYL 31 OUTSWING RUMP THRESHOLD At LIM, / WOOD 6; -NDJCA ALUM, / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP AEMM- /WOOD 3F ALUM. DEAD PVC 4Q" b60RP' EL - SEE DOOR PANEL DEEE:AIL SHEET FOR CONSTRUCTION D7FA;LSI-- .... . ..... ................... 41 11.1-1-1 ............... .......... ... .. ........... - .... . ....... - DOOR SKIN (MIN, 0.075" THICK) FIBERGLASS 42. TOP HAILCSI U AR PVC STILECFL".,JLAkPV(: WOOD 45 C?TTCSM RA..... CECLtJLAR PVC P6[Y60E! HXM1'E FOAM .............. ....... ... ................ f'Ok.YURETHANE- 1-I.I.I.- ........................... 47 CONTINUOUS LATCH &HINGE STILE REINFORCEMENT . ..... WOCID Y.._. 9 ... G LX ING i f601 F UNYNUWJ M5 SILICONE 5 ' - 5. 63 im ADJUSTABLE INSWING THRESHOLD Al X34 ,ADJUSTABLE1 INSWING THRESnOLD' 1,--,-- ------- - ---- --- -- - --- 4.56' 2,44" HEAD&SIDE P" ly I f it 10 r " 1 . u , w " b GLAZING DETAIL C',LASS AIRSPACE 1/8' [EMPERED C; iA SS A, z ryr o nGr Al X34 ,ADJUSTABLE1 INSWING THRESnOLD' 1,--,-- ------- - ---- --- -- - --- 4.56' 2,44" HEAD&SIDE P" ly I f it 1 0 r " 1 . u , w " b GLAZING DETAIL C',LASS AIRSPACE 1/8' [EMPERED C; iA SS REQUIRED INSPECTION SEQUENCE n BP# ll --7-5!57q Address: 41< 1&5A -UA BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MEGHAN`'lCA=L PE!RMIT Min Max Inspection Description Mechanical Rough Mechanical Final PE101 IT Min Max Inspection Description Gas Underground Gas Rough Gas Final