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HomeMy WebLinkAbout100 Red Cedar DrCITY OF _ „_—.Building & Fire Prevention Division 0001PERMIT APPLICATION f 1RE DEPARTMENT' Application No: Documented Construction Value: $ 6,263 Job Address: 100 RED CEDAR DR SANFORD, FL 32773 Historic District: Yes❑No❑ Parcel ID: 02-20-30-509-0000-0830 Residential❑ Commercial❑ Type of Work: New❑ Addition ✓❑ Alteration ❑ Repair ❑Demo ❑ Change of Use❑ Move ❑ Description of Work: REPLACING 4 WINDOWS AND 1 DOOR SIZE FOR SIZE Plan Review Contact Person: MILLIE HAWKINS Phone: 407-261-2277 Fax: 407-261-2278 Title: PERMIT TECH Email: MILLIEHAWKINS@NEWSOUTHWINDOW.COM Property Owner Information Name LAURA HODGMAN Phone: 407-474-6627 Street: 100 RED CEDAR DR Resident of property? City, State Zip: SANFORD, FL 32773 YES Contractor Information Name SAMUEL OCHSTEIN Phone: 407-261-2277 Street: 820 E ALTAMONTE DR Fax: 407-261-2277 City, State Zip: ALTAMONTE SPRINGS, FL 32701 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CRC1330822 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. 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: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the fore"ofnt1raco accurate and that all work will be done in compliance with all applicable laws regulatzoning. Signature of Owner/Agent Date Date Print Owner/Agent's Name Print Conta or/Agent's N Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID os40 Aug, Notary Public State of Florida r HOLLY E.H. SHAW c My Commission GG 109697 Expires o6110/2021 ov le. 1 A Contractor/Agent is/� 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: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: # of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 13r 14 - 11' t$ Revised: January 1, 2018 Permit Application REQUIRED I NSP EcCTION' SIEQUIEN CE gTOSM,w PERMT mnn max, I[ aaa a Footer / Setback Remwall Foundation / Form Board..'Survey Slab /' Mono Slab- Pre our Lintel / Ti'e Beam / FilI / 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 Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Filial Single Famil'yResidencet Final. Building. Other Ifflnn Max Ins ecdon DescApflom Electric, Underground Footer [ Slab Steel. Bond Electric Rough T.U.G. Pre -Power Final Electric Final �. t4•, c'r Y W'i�k fK�+a SY 0p"�t:su,�c�'�.. `4v7ry w �srrrsnn; nT�.s°uWCs� rhl t�xit� 5� +b%i33 Min Max ImecdoIIn IDescrn to®m Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final N9Inn Max Rhin Pecdon Descr:nJLflo n Mechanical Rough Mechanical. Final. Mm max I ms ecdo m. IIDescri idom Gas Underground Gas Rough Gas- Final REVISED: June 2914 THIS INSTRUMENT PREPARED BY: Name: BRIDGFT'-AMBERTOD�N Address: 820E NOTICE OF CCMHTHE-i�ICEMENT State of Florida County of Seminole Permit Number: GRAV 11ALOYP SE1111,40LE C:FjU1,-H'Y OF CIRCU11' COURl' & COMP-IfROLLER BK 9111 Pq 1-115 Hpq�', CLERK'S tv 2018041459 RECORDI-I'D Cllill tlj/201,_ 12 r '7 6 " 12 F11 RU.01d")ING FEES �+10,tCICI --, - I - n ro REC-OFIA)ED BY -JeCke t arcel ID Number: 02-20-30-509-0000-0830 The undersigned hereby gives notice th;! 1111provemer-1 will be made to certain real properly, and in accordance with Chapter 713, Florica Statutes, ihe, fo!!0V.:!M, ullori-nalior j, provided in this Notice of Commencement. DESCRIPTION 01: PROPERTY: sJ ;he property and street address if available) LOT 83 HIDDEN LAKE VILLAS PH, PB 26 PGS 99 TO 101 S C R I P T I Q N 0 1' 1,/, f'i V E V� F N T: OWNER INFORMATION: Name: LAURA -<-)DGMAN Address: 100 RED CED.4,JF' DRIVE S"\INFORID. FL 32773 Fee Simple Title Holder Address: CONTRACTOR: Name: NEW SOUTH VANID Address: 820 E A L TA M 0 N1 T"t D F" A C'r..ITE SPRINGS, FL 32701 Persons within the Stai r,r i- ' oted by Owner upon whom notice or other documents may be served as provided by Section 7 l". 1�j5L flk)ri:,, Statutes, Name: Address: In addition to himself, n r r r of ro receive a copy of the Lienor's Notice as Provided in Section 713.13(l);t)i .' 11�1,, Expiration Date of Noticc �A (The expiration date is 1 year from date of recording unless a different date is sl WARNING... TO O,'I.!VFR -! NDF HIE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE C)PF 'AYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AN:- UP PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A C NOTICE OF COMIv1EN .COROED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU I i:lN1,'%N(',ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCININK-, 7''DUR NOTICE OF COMMENCEMENT. Under penalties of I have read the foregoing and that the facts stated in it are true to the best f my kno,,-:f V Owner's Printed Name Fio6da Statute 3. —m,encemLni and no one else may be permitted to sign in his or her stead.' State of e The foregoing instrumci,, t b0o,,: ine. this LT day of 20/t by Wh is personals known to me F3 OR who has producedid )f identification produced: % Pg" Notary Public State Of Florida 0 HOLLY E.H. SHAW My Commission GG 109697 Expires 06110/2021 < 0 -X It= j5 0 Lu:= C> U- .5 UP oC LU id vwt l 820 E. Altamonte Springs Dr. Altamonte Springs, FI 32701 Phone: (407) 261-2277 Fax: (407) 261-2278 Contact Email: milliehawkins@newsouthwindow.com To Whom It May Concern: I, SAMUEL ELI OCHSTEIN, hereby authorize the following named person (s) to sign, apply for and purchase permits and/or licenses for NewSouth Window Solutions of Orlando. This list is to replace all others previously issued, which are now to be considered null and void. TYLER LEE FRED BROWN JUSTIN SHAW TIM NAGLE MILLIE HAWKINS Job Address: 100 RED CEDAR DR SANFORD, FL 32773 Sin SAI CRC1330822 State of Florida, County of SEMINOLE Sworn to and subscribed before me his 16TH day of APRIL 2018, by SAMUEL ELI OCHSTEIN, who is personally known to me a not take an oath. HOLLY E.H. SRAW Notary Public State of Florida Expires 06/10/2021 w� taav Pas Notary Public State of Florida ;' x° �; N c * HOLLY E.H. SHAW My Commission GG 109697 �'QIF.OF Expires 06f1012021 flpQ 820 EAltamonte Drive. Altamonte Springs, FL.32701 407-261-2277 Tel407-261-2278 Fax www.NewSoumWindow,com Lic# CRC-1330822 Lic# SGi 1311151763 Made in Florida tot Florida Names rare 1141 a° ' Tovt.k+`ii. .� - .. _...... ___ --E-mail [mot . �, i- ^'` k?]X]L.,,L...r.-L.-G��.--- r yq...'' fL" - . __.__. ... _. }tome Phone Jj Cell Phone'" tt d rR ,. "7 City...i.::........._.._....._...._._.. State.-, ._ z1p1:,. #;usiates$:Mr,lMtrs.i _ _— _..__.�__ Replacement Winnows - Entry & patio Doors • Storm Doors • Impact Resistant Windows & Doors WHOLESALE & RETAIL WINDOW CONTRACT NowSouth window Snludons aorees to measure, manufacture or furnish and _SPrvice. thefollowino custom made windows for theamount STIPULATED BELOW; All New5outh Vantage Series Wlindows include Double Pane, Lave-E glass with Argon gas, and t 2 paint fusion welded corners. All Vantage windows are seated and vacuum tested Poi n for argon retention. Cu7pi.+iSetni'dcarxan n;4tx3tily; nice >]tan J9rarixa tceterroronyl =xcertim Ctda;.1' lutx'rxin . �pi(1£'S map'sary.tRr{:ssyt- .'maim.................. iisvliaE. LOW-E GLASS' V66GLASS U 340 GLASS OBSCURE GLASS EJ YES. DINO .. . TEMPERED GLASS DYES ` W:O ALL SASHES ARE ARGOY FILLED- WITHOUT EXTRA CHARGE LOCATION: LOCATION: .................... AiYw� t--Va il:tage 3 tVant a geg000 L3IvIntag'c g0ournpac Double I far - Non•lrurmcr Sin sic Hulig. Kan-lbi act sin le Hun*- Impact a ;nrrre DOUBLE HUNG EVANTAGC :3 ,?IALMC.REFN TANDArin3-tlrlE,c.I,w.tl PATIO b0 S Oirnpacr riot) -impact. Open Praire Grids r ........ JJ sStNGLk HUNT. ARCH OR cj --g ' 9000 SINGLE HUNG iHAtr,$cirHQNi 0.{ hJ 7,4 u��^*''a atre<Ireui 0 ,/0 x 6/8 1 1 910 X'618- ......_. Uhrryzicr Cl an�^t?mrr i Rest d. ,�t.Yslsi,. look 7€ rOgLr) i 5/0 x$(0 Q 910 X 810 .__1 0 610 X 6t8 ❑ -1:2JO X 6/8 I 0610X8l0 01210X8f0 SINGLE HUNG ROUNDTOP OLEFT-QTY......... ❑RIGHT-OTY.._.. ^ 8I0X618 0-1610-X.6f8 Ll1OI,NT TOGETHER QSEPARATE El 8/0 % 810 16t0X 81Q J MPACT 0 NOWIMPAGi_ .3'LITEE. SLIDER E'VANTAGE. rxX,riALr�.sCirrrM SlANr`�R'tCLr <aii Sciaei" QooaiLir SUDEsnUxornxo _ J 3 PANEL PATIO DOORS Cta eaxs - 0 i np -Irl act I7 impart a non -impact j = i . s NOPiCTURF �stiNOQ1'I VANTAt�" 7r. o.. ittm I Ya r w�. ziaeaiir.,ei >sEr,§TiA ii G rn:pact ❑ aondrnpaLt 4PANEL PATIO DOORS ❑ impa'a 0 norrirctpacr, 3 Lri'ESLIDER W[n9 PICTURE WENDOW r S Tr -W6 i i t t�2-- 4 Sc�usiass�t t'E`-"'"I g ❑ EYEBROW i O QUARTER iW -ROUND j L7 TRAP 0 UR HAL:O �"� p � 's.0 S (DRAw its 5?ACEI ; GRID STYLES ❑ STANDARD 0 CONTOUR 0 HIIASSIGOLDIPENCIL as lhK homy WiItP o wills-tit2A- CrvlOmfll C1 Prairie. �pC,xl PfaFiiC fye4t^¢wS+dc� gru�d,9<�s2n tlrvrfi�iis ateJ+,v Sat •�as.�(ihr 1-1-1, 10,d S,f 11,6i n,7lll Ike adyvn. ( ae ie>ta rx�.rtu¢. H- LLJ Hoye+s $ajndls:IH TOTAL NUMBER OF WINDOWS ON THIS ORDER: TOTAL DOORS: "Subject to New5outh field engineering and approval. m_ t..i --u— ayrcr> w anv.. r.<..v.a.,u, ,--N,:.r uJ.,--. ..,,.,. --,.....,.........n-.v— 1-- _....'--- ....._,-,,_1---- RUUYF.R'S RIC H'[ 'ro CANCEL BUYER -MAY C'ANCELTHISCONTRACT BY DELIVERING .WRITTENNOTICE Total price $ $ TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down Payment. $ _ ..... ......... BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER MAY Delivery/commencement, USE THIS CONTRACT AS THAT NOTICE BY WRITING "l HEREBY CANCEL" Balance due upon final $ AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE window/door installation. NOTICE MUST BE DELIVERED TO THE SELLER ATTHE ADDRESS SHOWN ABOVE. Bank Financing ❑ Cash on Completion All material is guaranteed to be.as sperified. All work is to he corripletcd it) a workmanlike mariner according to standards and practices" This contract: is valid only with proper signatures. New5outh shall not be held responsible for time and material delays, strikes, acts of God, or any other matters beyond Its control, New5outh is not responsible for any pre-existing structural conditions. No other work to be done; lit other work to be excluded. Owner agrees that the .equity in this property is security for till's e.o tr I. Since this contract calls for made to order goods, it is not subject to cancellation except as stated above. Start installation approximatel}�weeks from above date. Verbal promises can cause rnisunderstandings, therefore this contract constitutes the entire understanding of the parties, and no other understanding, collateral, verbal or otherwise, shall be binding, unless signed by both parties. New -South to remove and haul away all job related debris, xAll sales and discounts aIl2 =t2d_Ail charges included above. Thaokyou€ yourorder. x Buyer's {$�gnature ewSouth Representative N Buyer's Signature NewSouth Manufacturing Authorized Officer rr7x; Mil s rr customar f' Address. ity''~y-�S Phi: (fit). , (C) Contract Data: : .Y acta Customer Approval Zp� � () O m0U)>0 0�00- zm Z cf) >M:irDm M RM �ZO-<� <1 ��Co,r D��O-n oMu O OnZD=00m M _.s ZMOrm<mp O-vOMW Zj �. O a D �G M -' �n n(J) oD S-iC�D<m� C _ p Cl)m i T O �f m 9 � �tiT �z r;Zr-obpxm p �M m CO O-p0Wnm0 Z O C� U)M�DOrO� v .os MOxMTr-M D _ Cp9 XOMMK jM>M z� in Z n N2>:-4 c�vM-o=mZ0 O rn 0Z�<c5m�mzwr Z MU) Z > � > D 11 i BCIS Home Log In User Registration Hot Topics ; Submit Surcharge j Slats & Facts 3 Publications FBC Staff ? BCIS Site Map Links Search Product Approval ba .USER: Public User m, ".!,t„Ap,pnp.Yaj M=nu > Product or Ah[!Gca[ion_6earcl] > ARIil cation Lst > Application DetailF. 'fi 4 ����� m F�. FL # FL15449-R5 � Application Type Revision C Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa, FL 33610 (513)284-0129 danochstein@newsouthwindow.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 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 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15449 R5 COI (al Certificate of Indeoendence.odf Standard Year AAMA/ W DMA/CSA 101/I. S.2/A440 2008 AAMA/ W DMA/CSA 101/I. S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15449.1 a. 6000 Series / Model 6200 Extruded Vinyl "Non -Impact" Sliding Patio Door - (XO or OX Configurations - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R5 II a Inst 15449.1.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 15449.1 for Design Pressure Ratings, any FL15449 R5 AE (a) Eval 15449.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15449.2 b. 6000 Series / Model 6200 Extruded Vinyl "Non -Impact" Sliding Patio Door - (XO or OX Oriel Configuration - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R�.„II a Inst 1549,„?.;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 15449.2 for Design Pressure Ratings, any F1..15449..._R. AF.,_La)_Eval._15442.2.,.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15449.3 c. 6000 Series / Model 6250 Extruded Vinyl "Impact" Sliding Patio Door - (XO or OX Configurations - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R5 II (a) Inst 15449.3.odf 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 15449.3 for Design Pressure Ratings, any FL15449 R5 AE (a) Eval 15449.3.ocif additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15449.4 d. 6000 Series / Model 6250 Extruded Vinyl "Impact" Sliding Patio Door - (XO or OX Configurations - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15449 R5 II (a) Inst 15449.4.odf 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 15449.4 for Design Pressure Ratings, any FL15449 R5 AE (a) Eval 15449.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15449.5 e. 6000 Series / Model 6400 Extruded Vinyl "Non -Impact" Sliding Patio Door - (OXXO Configuration - Nominal 16'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1 5449 R5 II (,1) Inst 15449 5 ndf 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 15449.5 for Design Pressure Ratings, any FL15449 R5 AE (a) Eval 15449.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15449.6 f. 6000 Series / Model 6350 Extruded Vinyl "Impact" Sliding Patio Door - (OXO Configuration - Nominal 9'0 x 6'8) Limits of Use Installation Instructions Approved for use in HVHZ: Yes F,15449 RS II_(g1�nt 15449,;,C1.;,u�f 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 15449.6 for Design Pressure Ratings, any additional use limitations, installation instructions and FL15449 R5 AE (a) Eval 15449.6.Ddf product particulars. Created by Independent Third Party: Yes 15449.7 g. 6000 Series / Model 6350 Extruded Vinyl "Impact" Sliding Patio Door - (OXO Configuration - Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15449 R5 II (a) Inst 15449.7.Ddf 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 15449.7 for Design Pressure Ratings, any FLI54 }9..R5AF__.(z F..val .544 ...Z.j raj' additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15449.8 h. 5000 Series / Model 5200 Extruded Vinyl "Non -Impact" Narrow Stile Sliding Patio Door (XO or OX Configurations - Nominal 5'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R5 II (a) Inst 15449.8.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 15449.8 for Design Pressure Ratings, any FL15449 R5 AE (a) Eva[ 15449.8.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15449.9 i. 5000 Series / Model 5300 Extruded Vinyl "Non -Impact" Narrow Stile Sliding Patio Door (OXO Configuration - Nominal 9'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R5 II (a) Inst 15449.9. 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 15449.9 for Design Pressure Ratings, any FL15449 R5 AE (a) Eval 15449.9.r)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Beck Next Contact Us :: 2601 Blair Stone Road, 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 emails 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: ,: eCtaek Im • . f �'scctlrlt� >tE I ItIG"� 6000 Series Model 6200 Sliding Patio Door 'WON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance With the 6th Edition (2017) Florldo 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 FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect, TABLE OF CONTENTS SHEER DESCRIPTION I Typical elevations, design pressures & general notes 2 Horzontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring 5 Bill of materials, glazing detail and components 96'MAX. OVERALL FRAME WIDTH 39.63"MAX, D.L.O. WIDTH M MAX MAX GLASS DESIGN PRESSURE FRAME 01.0. INTERLOCK (PSF) DIMENSION DIMENSION TYPE POS. I NEG. PVC G11 +35.0 -40.0 96.0"X960 39.63"X83:63' ALUM 01 +45.0 -50.0 N.T.S.sucE JK Dw. GY) LFS 6i �WWNO; FI—T5449.1 SHUT —1 OF 5 a 0 * tt ��Itf SEE NOTE 1 1 �4%��: M �J C' 1t iz10 �2� I` r O`er >° -j m 3 p SA���` y 'ttrn it z 3 NOTE: ^ v e x 4 v 2 C! 1. Item G, spaced 3" from each end �' g E a = u U and 7 more equally spaced j9 totalj. r S p s Gl 2. Fixed panel secured to frame w th LL n a item G, 6" from eoch and and 6 `tea C7 more equally spaced (8 totalj. o = � CW 5A � 0 3a z 3 HORIZONTAL CROSS SEC1 ON 1 Z ALUM INTERLOCK N �' 3 z � ava X QO EMB. (TYP.) C EMB. jTYP.) oI o 1 a a) c { EXTERIOR 2 SEE NOTE It 0 K EXTERIOR o f m m �J 4 4 o a o flSEE NOTE 2 G1 � p- -- CJ ED 1711 a� INTERIOR 10 ^ a 0 0 2 Gl INTERIOR. 30 _` ' z a a scxt: M.T.S. f �j} E 1 K owc. BY: JK cw« BY: LFS 3 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION \ q �HORIZONTAL CROSS BECKON ORW*G NO,: o Q 2X Buck Mosonry Construction Z PVC INTERLOCK iX Buck Mosonry Construttion FL-15449.1 •- a n WIEET z Or s c ---... ,° i i:./._ n ' 'pit,•' „!" n .- F OZ :tadirrrrtr* tt tt� c°r N z° t (� o E m d h — w X U AT SILL 'a INTERtOR Gl � EXTERIOR cr Gi `y EXTERIOR IMERIOR. f ' % 2 EXTERIOR VERTICA_L CROSS SECTION o f _._._._..___._ Direct to Masonry �Construction 0. a (3 \ VERACAL CROSS SECTION 3 2X Buck Masonry Conmtruction `✓ m A w 25 0 12 li °� Y ni- o , e m Y ..o 0 ° o - GATE' 6/15/15 z ° o N.T.S. ° s owc, m: JK p 1 VERTICAL CROSS SECTION !Z. eY: LFS 3 3 ORAww6 NO, Q r'i.•- 15449.1 a sateF,T i (TYP.) -- 3 Q n 10 (T }a 5`zp cq Z .- ZmoU ...T�� CIF _ yyy f � d O d I I I f 4"a mna� p F 2X BUCK I I I • G ....._._....-... J DIRECT TO MASONRY /{� 1 X BUCK I I 2X BUCK H - ----- TYP. @ HEAD I I DIRECT TO I I M a FRAME AND JAMB MASONRY I I�, BUCK -- IXBUCK N z C] N i i 2X BUCK N MASONRY OPENING i l DIRECT TO o m 1 I MASONRY M) o 1 1 J SILL i X BUCK N a a I I (TYP,) I I 2X BUCK ANCHORING FRAME ANCHORING JAMB TRACKS 1" f CONCRETE ANCHOR NOTES: c 5 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors _ i may be required to ensure the MAX. ON CENTER" dimension are not exceeded. WEEP HOLES h-- 2 3. Concrete anchor fable: _ i'� 1.S' ANCHOR`: ANCHOR ININ MIN: CLEARANCE `MIN. CLEARANCE TYPE SIZE '. EMBEDMEM a0 MASONRY TO ADJACENT EDGE ANCHOR :...`: ITW a 1/4" 1-1/4" 2" 4" TAPCON ELCO a 1/4" 1•T/4° 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. JK a BY: LFS 3 MNG NO: FL— t 5449. t c Et 4 or 5 BILL OF MATERIALS REM i DESCRIPTION MATERIAL A IX BUCK SG-0.42 WOOD B 2X BUCK SG >= 0,42 WOOD C 1/4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR TTW CONCRETE SCREW STEEL _ E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X 7 PPH SMS (1-3/16" MIN. EMBEDMENT) STEEL G #8 X I" PFH SMS STEEL H #10 X 2-1/7' PFH SMS (1-1/4" MIN. EMBEDMENT) STEEL T J - 1 /4" X 2-1 /4" PFH TTW CONCRETE SCREW STEEL K _ #6 X 3/4" PPH SMS STEEL M 1/4" X 3-1 /4" PFH ITW CONCRETE SCREW �J STEEL N 1 /4" X 3-3/4" PFH TTW CONCRETE SCREW STEEL 1 FRAME' PVC 2 SASH STILE' — PVC 3 GLAZING BEAD` PVC 4 FRAME CAP' PVC 5 INTERLOCK' PVC 5A INTERLOCK (6063-T5 ALUM) ALUM SILL CAP (6063-T5 ALUM) ALUM _6 7 — SASH TOP AND BOTTOM RAIL' PVC 8 SASH SUPPORT (6063-T5 ALUM) ALUM 9 ROLLER SUPPORT (6063 T5 ALUM _ ALUM 10 REINFORCEMENT (6065-T5 ALUM) ALUM I 1 FIXED TRACK (6065-T5 ALUM) ALUM 12 SILL ROLLER TRACK (6063-T5 ALUM) ALUM 25 _ ROLLER ASSM. STEEL 30 _— LOCK AND HANDLE 31 STRIKE PLATE ' THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.87" GLASS BITE 7/8" O.A. GLASS THK, 1/8'TEMPERED GLASS AIR SPACE L J - •v / �^--1 /8" TEMPERED GLASS GLAZING SILICONE ---F ALUMINUMSPACER (DOW 1199) 61 GLAZTNc DETAIL `` ow. *. r 3.75' p� - �--- — 5.5' o.osRi 0.09" o. 0.06" 1 FRAME 2 SASH SALE tTtt i asn-3sb•Dao �.�, v 0.06a' 4 Dan o I_ 0.oes" 3 GLAZING BEAD fRAMECAP 1 __.......... .__....-........... 857o-356-D57 4 657t ash Dse LL I-�-1 w SMULOCK SILL CA6 LLP 6SiS2-COV O• v SASH TOP AND BOTTOM RAIL 856&356 3, 1.29" �) 0 0.095" i t0 REINFORCEMENT 356-A54-55 4.53' C`l i 0.64" -- , 5A INTERLOCK 35b-A54 �2 0.83" a _— 1.83" —•i i l FIXED TRACK a56.Ay5 1.85, I cs 0,04" 12 ROLtER TRACK 356-A51-52-TRK h � �c 0 *E 6/i5/15 scue: N.T.S. DWG. BY: JK CHK. BY, LFS DRAWM No.. FL- 15449,1 sHeE.7 5 or 5 BCIS Home ! Log In . User Registration Hot Topics Submit Surcharge i Slats & Facts Publications FBC Staff ;. BCIS Site Map Links ( search i Product Approval Wba r USER: Public User F?ropyict_AI!k rnval_Menu > I?Ipauct or Appl c t on_Search > aG!gl caCion. L rt > Application Detail _ h; r FL # FLR4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa, FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 FL16842 R4 COI (c) Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year AAMA/W DMA/CSA 101/I. S.2/A440 2008 AAMA/W DMA/CSA 101/I. S.2/A440 2005 AAMA/W DMA/CSA 101/I. S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201, 202, 203 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/11/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Summary of Products Go to Page 0 8 Page 1/ 2 0 0 FL # Model, Number or Name Description 16842.1 a. Series 9000 Model 9500 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window XO utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No EL16842 R4 II (b) inst 16842_.l.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 16842.1 for Design Pressure Ratings, any FL16842 R4 AE (b) Evai 16842.1.udf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.2 b. Series 9000 Model 9500 Slider Extruded Vinyl "Non -Impact' Horizontal Sliding Window with XO Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL6842_R4_II (p.).._In.st._16642,2:.paf 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 16842.2 for Design Pressure Ratings, any FL1G842 R4 AE (b) Eval..I684 . 2.,.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.3 c. Series 9000 Model 9550 Slider Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a XO - Impact Rated Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 11 (b) Inst 16842.3.pdf 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 16842.3 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.4 rdSeries 9000 Model 9550 Slider Extruded Vinyl "Impact" Horizontal Sliding Window with Impact Rated Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 I1 (b) Inst 16842.4.gdf 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 16842.4 for Design Pressure Ratings, any FL16842 R4 AE (b) Evai 16842.4.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.5 e. Series 9000 Model 9550 Slider Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a XO - Impact Rated - HVHZ Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842_5,p ff 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 16842.5 for Design Pressure Ratings, any FL16842 R4 AE (Ii) Eval 16842. - df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.6 f. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window with Impact Rated - HVHZ Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842.6.odf 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 16842.6 for Design Pressure Ratings, any FL16842_R4 AE_(h}.).Eva(_16..842-kAf. additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.7 g. Series 9000 Model 9500-3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.7. 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 16842.7 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.7.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.8 h. Series 9000 Model 9500-3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.8.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 16842.8 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.8.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.9 i. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a XOX - Impact Rated Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EI;,z R42,_.R4 II.....,(b),I,rlsl,_S.fiF342,_9:.p.(lf 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 16842.9 for Design Pressure Ratings, any F1..16841_ R4 AE (b.Z „F..val 16$47.9p�f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.10 j. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window with XOX - Impact Rated Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.10.odf 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 16842.10 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.10.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.11 k. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a XOX - Impact Rated - HVHZ Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 11 (b) Inst 16842.11.odf 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 16842.11 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.11.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.12 1. Series 9000 Model 9500-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window with XOX - Impact Rated - HVHZ Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842.12.odf 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 16842.12 for Design Pressure Ratings, any FL16842 R4 AE b Eval 16842.12. df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.13 m. DuraGard Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.13.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 16842.13 for Design Pressure Ratings, any F.L..16842_R4 AE_(b),_Eyg1_1..6..842,_i3 P.df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.14 I n. DuraGard Slider XX I Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XX, ` configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) 1nst 16842.14.1)_df 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 16842.14 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.14.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.15 0. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) List 16842 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 16842.15 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.15. )ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.16 I p. DuraGard - 3 Slider XOX I Extruded Vinyl "Non -Impact" Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1.7„6aU R4 II (bZTnst.l£i842,_]f>:.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 16842.16 for Design Pressure Ratings, any AE additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.17 q. Sashlite Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.17.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 Pr e: A Evaluation Reports Other: a INST 168 .17 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.17.odf addi ' nal use limitation ,installation instructions and Created by Independent Third Party: Yes pr pa i lars. N16842.18 / r. Sashlite Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XX, I configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 Il (b) Inst 16842.18.odf App 01ied for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I act Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.18 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.18.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.19 s. Sashlite - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 I1 (b) Inst 16842.ir3.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 16842.19 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.19.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16842.20 I t. Sashlite - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.20.udf 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 16842.20 for Design Pressure Ratings, any EL15$42_R4 AE_(b.)_Evai.__1..6842 Z0,pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page j Back Next 0 0 Page 1/ 2 0 40 Contact Us :: 2601 Blair Stone Road, 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 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 emails 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: - m`.ig 4901 00OOP66ir-AlVd., Tampa, FL 33610 Sashlite Slider XX 'WON-impAcr, GENERAL NOTES I , This product has been evaluated and is in compliance with the 6ih Edition (2017) Floido Building Code (FBC) struclixot requirements excluding the "High Velocity Hurricane Zane" (HVHZ). 2, Product anchors shag be as fisted and spaced as shown on details, Anchor embedment to base materld shall be beyond wall dressing or stucco. 1 When used In crew requiring wind borne debris protection this product is required to be protected with an Impact resistant covering that complies with FIC Sections 1609.1.2 R301.11,2. 4. For 2K slud framing construction, anchoring of these units shot{ be the some as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing requite, further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPWON I Typical elevations, design pressures & general notes 2 Vertical & horizontal cross 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 e ril I —0f materials, glaz rig data is and components DESIGN PRESSURE FRAME., DAYLIGHT GLASS II Z- J-1 I -_TYM: PU NEG. 72.0' x 59.7S' 32.25'xS3.625' GI +30.0 -304 .......... 6 10 z 0 0(#fit E 0. z A6 to L c 0 z Scu N, T DWO M JK 1"K &,. LFS FL-16842.18 to _L or 5 NOTE: Sheet Metal Screws must penetrate D`A, .............. L a min. of 3 threads thrauph at least 2 stteeis of o n �/� w i metal (maintoin a min. 3t8' edge dtstancej. (� ! tl — 1 . t�, 4K _ z 6 (- ft j� C pp ri i INTERIOR !~ a z p Ew m o 3 1K E aW z 1 - ..._.. r j w 3-:�. N EXTERK7R / �` z ac5 Z r 3 HORIZONTAL CROSS SECTION 2 z 43 / Steei Stud Construction G7 u a EXTERIOR INTE! KQ U 6 B GIo d 1-114"MtN. y EMS. (TYP.) 2 4 < t \ „ a t F 12 ( N w 8 , 14 ~� _ .. .........E ....--~ u w o R , , I 5 a p -INiERt(7R p p GI z jjj``���r --_ z i EXTERIOR GIt i < N n 4 - — �1 DATE 3/20/12 a scnte N.T.S. 5 `3 E VERTICAL CROSS SECTION GWG. in': JiC m t HORIZONTAL CROSS SECTION ` er: LFs 3 m m Z 2X Buck Masonry Construction '- OMwRW u0.: z 2 2Y, Hunk Masonry Cnnstruct'ron FL-f8842.t8 z o n ssx� 2 or 5to a _. ................... e _ �.� G M jj .� ' - n • '__ _......___._.., MIw�••'•.•.. •• •� J D Orb W *•• •• �o n z °0 +++ allo i X X \ 9 CW n \lv d e ma �Mf m 0. a 4 aoo Cj= GI r _ 2 3 EXTERIOR INTERIOR 3 3 i VERTICAL CROSS SECTION ° Q R o o > EXTERIOR (NTERIOR EXTERIOR INTERIOR a a a ." 2 o0 < an _ v C•,..,'' 4 4 0 E a wOZ w H Z d care: 3120112 a WALE N,T,S. 2 VERTICAL CROSS SECTION DWG, BY: JK m 3 Dkect to Masonry w 3 VERTICAL CROSS SECTION w aw. er: LFS a 3 MasonryA QRAWWG x- FL-76842.78 a ` weer 3 Gf 5 a — 2X SI BUCI MASONRY OPENING (TYP.j B .4 p TYP. 2X BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be odAWed to tnaintalo the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to mahtain tiw mtn. edge distance to mortorjoints. additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. J. Concrete anchor table: 'ANCHOR ANCHOR MIN., IN; CLEARANCE MIN. C— EARANCE: SJZE EMBEDMENT it TO AMASONRY 70 ADIACEM ; TYPE .._ .. • ::...:; .:. - -EDGES .....ANCHOR ITW TAPCON ELCO UITRACON WCXX) SC:Kf:W INSIA WFn N O: I. Maintain a mtrnWwm 5ff edge distance. t"erld d8tarrco• S I' O.C. SPaCNg Of wood screws to prevent the sofffng of wood. z\\ -A.'/= 6 W• z os Qdi� J .....T'(TYP.) (S" _.-r. ....... S ca xz° •- z o O omc� 3 ro 1 o z p� I a � FRAME F 2X BUCK o —� BUCK H 1XBUCK I MASONRY L STEEL STUD J a, OPENING _ p DIRECT TO z i --- MASONRY I o N x W p d co I a � 0 !2 •— ( ( a a a In N a 1- m um ia. FRAME ANCtfORUQG h V N N Sct1E: N.%S. 3 owc. BY: JK m crux. IN: LFS 3 OPAMNO No, m N FL— 16842.i8 a SnIECT 4 OF 8v N BILL OF MATERIALS ITEM! MCRjppDN MATERIAL A 1 X BUCK (SG >= 0,42) _.s . WOOD B 2X BUCK (SG >= 0.42) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F If 10 X 2-117' PPH SMS (1-3/8" MIN. EMBEDMENT) STEEL G 1 /4" X 2-3/4" HH ELCO OR ITW CONCRETE SCREW WOOD H _ 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #6 X 1.114' PFH SMS STEEL L # 10 PPH SELF -DRILLING SMS _ STEEL X STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 ksi min.) STEEL 1 FRAME PVC 2 RAIL' PVC 3 GLAZING BEAD * PVC 5 PULL STILE" _ PVC 6 KEEPER STILE' PVC 7 MEETING STILE* PVC 8 ANTI-UFT & SILL TRACK- PVC 10 GLAZING SILICONE (SashSeal) 11 REINFORCEMENT (606545) _ ALUM 12 REINFORCEMENT (6065-T5) T ALUM 14 LOCK ASSEMBLY (TRUTH) -� STEEL 20 _ LIQUID APPLIED DESICCANT (SashDd) . THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 1 FRAME 444f 0.w to 0.075 U 0 � O KEEPER 3711E 6 --- .............. 423 0 0.07S 4:04 l.1 _A :�tY z° �i -t i SASN 409 „,, ••• N i O h Wes, � J M ^Z �7yy. `=o1M o n i E Z V , N L O oa o } �v J p mdam c 9Z I -►; 112" GLASS BITE rr 0 0.125 ` — 3/4" OA. GLASS TNK. 0.245 q t00 0 1 4 tl u f 1(8 ANNEALED GLASS 1.4$ —• - - -AIRSPACEREtNFORCEMEN► it i j 1IS* ANNEALED GLASS 0.253" - N.T S 2 --� i- O.OT' aAL: 3 2 S G1A2lNGSEAD 8 AMI-LIFT 6lllTRACK 7 Ocore: N.TCK57!!E s.S. 3 �.. 1.124 » I 3 448 axc. er: JK a GtAE1NGDETA![ CKK. BY., LFS 3 Gt 12 REINFORCEMENT DMIANc NO.: a 452 FL-i6842.78 n sNceT 5 or 5 .,