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214 Lakeview Ave - BR18-002813 - WINDOWSCITY OF JUN 2 12018 FORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: /19''o21R Documented Construction Value: $ 11,335 v Job Address: 214 LAKEVIEW AVE SANFORD, FL 32771 Historic District: Yes No7 Parcel ID: 30-19-31-510-0000-0140 Residential Commercial Type of Work: New Addition Alteration RepairD Demo Change of Use Move Description of Work/REPLACE 11 WINDOWS NON -IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Email: Permits@fhaproducts.com Property Owner Information Name CHAMPAGNE, PATRICIA A Street: 214 LAKEVIEW AVE City, State Zip. SANFORD, FL 32771 Phone: Zia *?' — I'y— Eus- Resident of property? : OWNER Contractor Information Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 3044 SW 42 ST. Fax: 407-4728380 City, State Zip: HOLLYWOOD, FL. 33312 Name: N/A Street: N/A City, St, Zip: N/A State License No.: CGC061890 Architect/Engineer Information Phone: N/A Fax: N/A E-mail: N/A Bonding Company: N/A Mortgage Lender: N/A Address: N/A Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as ofthat date: 61° Edition (2017) Florida Building Code j Revised: January I, 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 disl oicts, 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 ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ruction and zoning. SiginatureofOwner/Agent I Date Signa a to gent ate Print C&tractor/Uent'sName of Florida Notary Public =A' °4B?' I Notary Public State of Florida . • State of Florida f M Commission Expires 3110/2020F,°°'° My Commission Expires 3/10/2020 ''°°"` y F g70481Owner/Agent is rsonally Knm igrono. FF 970481 Contractor/Agent is Person poliS 000le r Produced ID `` Type of ID Produced ID ype 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: # of Stories: New Construction: Electric - ## of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: -9F 9-' V Revised: January 1, 2018 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood anford, Seminole County, Winter Springs Date: 1 hereby name and appoint: LUIS COLLAZO AND MERCEDES COLLAZO an agent of: FLORIDA HOME IMPROVEMENT ASSOC. Nome of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 214 LAKEVIEW AV SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T_ BURNETT State Licens Signature of STATE OF COUNTY C The fytegoing instrument was acknowledged before me this —&day of , 200 A b , by WAYNE T. BURNETT who isi&-ersonally known to me or o who has produced rowas identification and who did (did not) to ,dn oath. re Notary Seal) i A/Z,,,,r„ Print or type name Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) ApueuC. t Go F' r4h of SCPA Parcel View: 30-19-31-510-0000-0140 Page 1 of 2 110115'RAISER scwracoou+r .rtoaa Legal Description LOTS 14 + 15 + ALL VACD VALLEY ON W NORMANY SQUARE PB3PG11 Taxes Property Record Card Parcel: 30-19-31-510-0000-0140 Property Address: 214 LAKEVIEW AVE SANFORD, FL 32771 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 100,652 50,000 50,652 Schools 100,652 25.000 75,652 City Sanford 100,652 50.000 50,652 SJWM(Saint Johns Water Management) 100,652 50.000 50,652 County Bonds 100.652 50.000 50.652 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 8/1/2007 06836 0343 100 No Improved QUIT CLAIM DEED 5/1/2007 06780 1887 100 No Improved WARRANTY DEED 3/1/2002 04373 1443 115,000 Yes Improved SPECIAL WARRANTY DEED 11/1/1988 02022 0388 57,900 No Improved CERTIFICATE OF TITLE 5/1/1988 01964 1657 100 No Improved SPECIAL WARRANTY DEED 4/1/1988 01991 0936 100 No Improved WARRANTY DEED 1/1/1986 01701 1864 80,000 Yes Improved QUIT CLAIM DEED 10/1/1985 01679 0044 100 No Improved WARRANTY DEED 4/1/1984 1 01538 12001 1 $45,000 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Unds Pnoe Land Value FRONT FOOT d DEPTH 90.00 1 133.00 01 $190.001 $16.416 http://parceldetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=30193151000000140 6/8/2018 SCPA Parcel View: 30-19-31-510-0000-0140 Page 2 of 2 Building Information 0 Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext WallAquaVEfiedive 1 SINGLE 1 1956 1 71 4 2 0 I 1,362 3,406 2,289 1 BRICK ' FAMILY FRAMING Permits Adj Value I Repl Value I Appendages 90,750 1 $161,334 Description Area CARPORT 62100FINISHED ENCLOSED PORCH 630.00 FINISHED ENCLOSED PORCH 297.00 FINISHED OPEN PORCH 108.00FINISHED SCREEN PORCH 390.00 UNFINISHED Permit # Description Agency Amount CO Date Permit Date 01682 REROOF SHINGLES SANFORD 1$13,989 6/14/2016 00183 IREROOF SANFORD 1$10,120 10/1/1999 hrmlt dout dos not odglnsb Uom Oro s rmnolo County Pmmrty Appresols oOko. rol WWrs a Owstlons wntwninp, prmlt pew ComW lMbuilding WpnNrM orOro in mrbkt m ouch the pope" rs auue Extra Features Description Year Built Units Value New Cost POOL 2 12/1/1980 1 12,000 20.000 CONC UTILITY BLDG 12/1/1980 200 5601 1.400 http://parceldetaii.scpafl.org/ParcelDetailinfo.aspx?PID=30193151000000140 6/8/2018 PY// 3 4 q t.Wospo U% r o lr.r» NawNis SIMaeron Alas "r" a add U1P110oCOM at+ asasetivaa t . gly ANFM 4r.,1-- brnadm wenNuldti mn.Aaomlm.u 7bttroMlaabretd.adesurodbaeudt lopasa mroetede+roa++oaa o<hl r J.ddeananbt a olttle ndlenvleeYcdulhenJd nU+leo bowP•b aVeestoyallmm ttr tsm dattr4xd ttorrada uo Mtd tobo drdRed) Saba uPbrad p On ta1Na abu d-n how wd 1LW 71 semorocottlnteoet i! 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Qd BgjOrwadtdlOov yry/a A oWeOn/lbiobm0-lwreRnpw•ooroyol.gyaoaYrl/4u iw+t Ioyrtwns"t eed Mara sIr00rrw, a pwtlqbMlraot4rirr p awr. carrrtrttrrejtrltbetlN7• Mliarerr0 pad.araw.rsasaYreYbJ Y f4n 1.7aerO aceaMY•swaldea•vaaYrrMNarya bs/hY/rsW 7weertrTdra. rilMw..eu•m.eo+Yaerarsnae. urgrssw•reaaera wwrernb• werr rvo r•ir w,a.. Ar.-rw rsarq W:sN/ r tsnrlsai tto• w.tr.t.aa..awrwatntW as a.rw.latw•rernt•hamr.eatlsomtr•nrrrprrtV. 7tdt aomw copwo aro come exam of Lho W ftLR my not be draved or* k4 enlf OF a tbo•d dortp ordtr or oar" rebkn osrmdourb 7ba v alow br snr wn7 of a bns I of aer pratibbe a 00 WWOM 04 net e?a a!• or EO "WNW a a -b& of WW wtaev. ONlreubbys"P ay. IN wlyxEnWNESEofitheparaebsaoo Mwaraomeddd! oantra % older tZM, om tdrosew4no YOa awSam eq eomd tfdatm%& mt a ant see patty to q*io On20 tbhedab of adsunseeuem. 24 on tb• sasobed roues of towaUtoa Else fa on eyAaoallon of Ims 40% Owner. A w9oft • eloiwdo a Home dh mov Anadatlan Aroma: Phdnt=A: YES( ) No V ) swkft Hanle 0 THIS INSTRUMENT PREPARED BY: Name: BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC. GRANT MALOY:- SEMINOLE COUNTY 8034 SUNPORT DR. $401. ORLANDQ F1 328 CLEkL OF C:IRCIJ1T COURT & COMPTROLLER BK 9157 Ps 135? (1P9s) NOTICE OF COMMENCEMENT CLERK'S : 2018071403 RECORDED 06/21/2018 12:5 ,43.7 Pi'1 State of Florida RECORDING FEES $10.00 County of Seminole RECORDED BY tsm i th Permit Number. Parcel ID Number: 30-19-31-510-0000-0140 The undersignjed hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOTS 14 + 15 + ALL VACD VALLEY ON W 499 NORMANY SQUARE PB 3 PG 11 214 LAKEVIEW AV SANFORD, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name: CHAMPAGNE, PATRICIA A Address: 214 LAKEVIEW AV SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: N/A Address: N/A CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC. Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: N/A Address: N/A In addition to himself. Owner Designates N/A of To receive a copy of the Lienors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Owners Sloftulb Owners Printed Nfne Florida Statute 713.13(1)(9): • The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.' State of 1(- County of Sfj n i N k e- Th`e foregoing Instrument was acknowledged before me this / day of by \ G -c " ( C— C . Who Is personally known to mwr;]-- Name of person making state OR who has produced Identification type of Identification produced: Paul N00-1n o Ov PyB1 Notary Public State jot Florida My Commission Expires 3/1%41CommissionNo. FF 970481 r S,1EoCND F d vE rum- tv C1 Rr` c a e REQUIRED INSPECTION SEQUENCE B]P# I s - sI ZAddiress: Won Max los ection IIDescri tn®n Footer / Setback StemwalI Foundation / Form Board.Surve Slab /' Mono Slab Pre our Lintel / Tie 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. hqoO Final Window Final Screen.Roomn Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single. Farnify Residence Final Building Other xICCgtl`Q:t I.T • .. .. ... bun IInns ecdon IIDescn * ption Electric Underground Footer / Slab Steel Bond " Electric Rou T.U.G. Pre -Power Final Electric Final la'dnn Max IIns ectn®n IIDescri fn®n Mechanical Rough Mechanical Final B UK Max Cns ecta®®.IIDescau taon7GasUnderground Gas Rough Gas Final REVISED: June 2014 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval%" \ication Form LDNc Permit # # 1 8- 2 8 1 3 Project Location Add SANFORD t" SOU As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.onq. 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 Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning SANFORD BUI IN Pass Through R ISSUEDSHALL BE CO STRUED TO BE A Projected LICENSE TO PROCEED WITH Mullions ARInFY OF THE PROVISIONS F THE TECHNICAL Wind Breaker DATE CODES, NOR SHALL ISSU Dual Action RF NG A CORRECTION OF RRORS IN PLANS, Other CONSTRUCTION O June 2014 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 S. 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 WAYNE T. BURNETT Please Print) June 2014 FHA -DIAGRAM SHEET 1/4/2018 Florida Building Code Online dDo a r ta. ary glrv tProfessionalRe9tdiff0w> rg BCIS Home I Log In I User Registration I Hot Topers I Submit Surcharge I Slats & Facts I publications I FBC Stall I BCIS Site Map I Links I Search Product Approval AN USER: Public User Product Approval Menu > Product or Anolication Search > Application List > Application Detail FL,'f FL4092-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 2900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext291 Jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@cws.cc 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 Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL4092 R8 COI EvalReoort223E.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By hltp://www.floridabuilding.org/pr/pr app dll.aspx?param=wGEVXOwtDquz931p/o2b4g5laOOzM2M4GTnBAwwDnjlGdio°/p3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL i! Model, Number or Name Description 4092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R8 Il CWS-340E.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092 R8 AE EvalReoort340E.odf 5/8 x 62, 3 lite, DP 30 PSF. Glass compiles with ASTM E1300- Created by Independent Third Party: Yes 04. 4092.2 HS 8200 HS-82DO Vinyl Flange/Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-223E.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalReoort223E.odf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes 4092.3 HS-8200 HS-8200 PVC Horizontal Slider, OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4092 R8 Il CWS-486C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 74' x 54". FL4092 R8 AE EvalReoort486C.Ddf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. flack NCYt Contact Us :: 2601 Blalr Stone Road, Tallahassee Ft. 32399 Phone: 8S0.407-1824 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 addressesare public records. Ifyou 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 8S0.487.1395. 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. It 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 b=. Product Approval Accepts: M Ir—W=11I WN .Crag ME Credit Card Safe hllp://www.floridabuilding.org/pr/pr app_dll.aspx?param=wGEVXQwlDquz931p/*2b4g5faOOzM2M4GTnBAwwDnjlGdioa/o3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 340E August 28, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 54" x 62" unit size XO or OX, and 125 5/8" x 62" unit size XOX Manufacturer: Custom Window Systems, Inc. 1900 SW 44t' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6'" Edition (2017) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, A.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-340E, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3522-2 and -2A, NCTL-210-3525-1 and -2, and NCTL-210-3459-I, -1 A, 2 and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05 4) Supplemental Calculations to support CWS-340E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-340E. Limitations of Use: This product: May be used in O/X or X/O configuration in sizes up to 54" x 62" unit size, and X/O/X configuration in sizes up to 125 5/8" x 62" unit size, with max. glass daylight widths as shown in CWS-340E Achieves design pressures as indicated in comparative analysis tables in CWS-340E is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS-340E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-340E Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ngrr wPNORE T ,,, iLucasJ.t No 5t3201 Turner 2017-08-30 13' SrA7E of :FLU: Z 16:03+20:00 O' 5:°( R t U P• G',` 28/17 Lucas A. Turner, P.C. ONA Es FL PE #58201 HORIZONTAL SLIDER - NON -IMPACT SHOWN w/DIFFERENT OPTIONS) 26 T16' MAX. OVERALL FLANGE WIDTH 125 519' MAX. UNIT WIDTH 5D: j- 32 319GLASSOLD I GLASS OLD 63 114' I MAX I OVERALL I FLANGE 67HEIGHTMAXL 57 13116• UNIT 0O OxHEIGHT X911MAK F E l= -I mAx F fJ D e SASH WIGHT 55 114 MAR. OVERALL FLANGE WIDTH SC MAX UNIT WIDTH yGLASSDLOI . _ I I I GLASSOLD 63114'-- MAX WI _MI6• I OVERALL MAX. FLANGE SASH HEIGHT HEIGHT B v O 52• SS 114• /\ HGS UNITGLASSiLD HT1.1ATABLE OF CONTENTS GENERAL NOTES & ELEVATIONS I GLAZING DETAILS ..............................2 COMPARATIVE ANALYSIS..................3 SECTION VIEWS 3ALT, FRAME.....4.5 EXTRUSIONS d B.O.M.........................6 t ANCHORSCHEDULE & NOTES .......... 7 INSTALLATION DETAILS ..............6 26112 MAX SASH WIDTHE GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED l i'lStiaV(Yl4liUUiy. WINDOW SYSTEMS Iy, TOCOMPLYWITHTHEFLORIDABUILDINGCODE (F8C). CURRENT EDITION. 1900 SW 44TH AVE. OCALA. FLOR10934474 2. GLAZING OPTIONS: (SEE SHEET2) W WWCWS.CC 3. CONFIGURAT(ONS:'O)'.'XO','XOX'. 8200 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 3): HORZ. SLIDER NEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. NON -IMPACT POSITIVEDESIGNLOAD$ BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-0001/09. a z 3 a Z 3 S. ANCHORAGE' THE 33 113% STRESS INCREASE HAS NOTBEENUSED z W _j o Q Z w INTHEDESIGNOFTHISPRODUCT. SEE SHEET 6 FOR ANCHOR w 9z O Z O: — — t 3 00 Cr 2Co DETAILS. W INDLOADDURATION FACTOR C0=1.6 WASUSED FOR WOOD a W Z 3 Z ANCHORCALCULATIONS. ZZ ol a 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE Z D a z — Z Z I- co Za) pO: SYSTEMISREOUIREDINWINOBORNEDEBRISREGION. y j 0 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETINGRAIL AND JAMB. 1 Qom+QO Fr- r_ Z F4WO41WNO0) 8SERIES / MODEL DESIGNATION H$•8200. i 111 1- Z — 0: O — 09. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING' C m111 axM> F a K 3 to X = OPERABLE SASH, O = FIXED SASH 10 CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1tG 4 LOCATION. 1ypREty E N S•.'Pi' ; 11. EXTERNAL WEEP SLOT = 1/4' R 1' LOCATED 6' FROM BOTH ENDS. 4p•. G No 58201 l.gypCONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING OX 1/4 1/2 1/4 125-5/8" x 62" SEE COMPARATIVE ANALYSIS CHART, SHEET 3 NONE NONE LUCKS Tumer 2017- 08-30 17: 13+20:00 z 129/ 2017 LUCAS A. TURNER. P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941.380.1574 EET OESCRIPTIOo GENERAL NOTES AND ELEVATIONS A% vN By DATE' AAJ 07101ro8 I I: REV. CWS- 340 E A SHEET 1: 33.33 1 pp g i7/8' OVERALL 1/8' ANNEALED W. AIR SPACE 1/8' ANNEALED SIKAFLE% 552 OR PURFECT GLAZE W UY GLASS SITE 7/8' OVERALL 3116' ANNEALED 112* AIRSPACE 3116' ANNEALED SIKAFIIOPURFECTS52ORIIGLAZEW GLASS TYPE S 1/2' GLASS BITE 7/8' OVERALL 1/8' TEMPERED SIB' AIRSPACE 1B'TEMPERED n n ® SIXAFLPURFECT G AZER W GLASS TYPE C VY GLASS SITE TIT OVERALL Y16' TEMPERED 1/2" AIRSPACE n n Y16' TEMPERED I I I I ® PURFECT GLAZE'W GLASS TYPE 0 SITE WINDOW SYSTEMS 1900 SW 44TH AVE OCALA. FLORIDA 34474 WWW.CW S.CC 8200 PVC HORZ. SLIER NON -IMPACT z 3 ¢z3 OWO WwFao W ZOZ K~? OLL FW3ZI.- 3:3ZZZX2<wwooOOI-OV¢=0wUUy-ZO PwmOZ-j-ZFly V-u,2o "zY ¢QOF1=X_Z- 0O»O z U1W 0 J4)FaKO-V) W aO Wxy ow3wZ-- 2-' 8R8/ 2017 LUCAS A. TURNER, P.E. FL PE 0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380.1574 GLAZING DETAILS AAJ 07/01/08 va I, REV: CWS- 340 E SHEET 1: 1 2OF8 UNIT HEIGHT I XO OR OX DESIGN PRESSURES (GLASS TYPE A. B, C. OR 0) UNIT WOTH (N) UNIT HEIGHT (N) 29.5 31.5 35.5 39.5 41.5 43. 5EI-58.2 51.5 54 17.875 45 I -67 5 451.67.5 45/-67.5 451-67.5 451-67.5 451-67.5 451-54.6 45 / -50.8 29.5 451-67.5 451-67.5 45/-67.5 451-67.5 451-67 5 4451-67.5 45 / -49.5 45 / -45 31.5 45/.67.5 45 / -87.5 45 / -67.5 451-67.5 451-67.5 451-67.5 45/-49.5 451-45 35.5 45l-67.5 45/-67.5 45/-67.5 451-67.5 45/-67.5 451-67.5 45 / -49.5 451 45 39.5 451-67.5 45/-67.5 45 / -67.5 451.67.5 451-67.5 451-67.5 45 / -56.2 45 / -49.5 451-45 41.5 45 / -67.5 451-67.5 451-67.5 451-67.5 451-67.5 451-67.5 451-58.2 451-49.5 451-45 43.5 45 / -67.5 45 / -67.5 451-67.5 45 I -67.5 451-67.5 451-67.5 451-58.2 45 / -49.5 451-45 49 45 / -67.5 01.67.5 45/.67.5 451.67.5 451-67.5 45 / -67.5 45 / -58.2 451.49.5 45 / -45 51.5 451.67.5 451.67.5 45/-67.5 451-67.5 45 I -67.5 451-66.7 451-58.2 45 I -49.5 451-45 53.5 451-67.5 45/-67.5 45/-67.5 451-67.5 451-65.9 451-63.6 45/-58.2 45/49.5 451-45 55.5 45 I.67.5 45/-67 5 45/.67.5 45 / -65.4 451-62.9 45 / -60.7 451-56.9 45 / -49.5 45 / -45 59.5 45 / -67.5 451.67.5 45 / -65.6 45 I -60.1 451-57.8 45 / -55.7 451-52.1 45 / -49.1 45 / -45 62 45 / -67.5 45 / -67.5 45 / -62.5 1 +45 / 57.2 45 / -55 451-53 451-49.5 4451 46.6 451.45 NOTES: 1. IF SIZE INTENOEO IS NOT SHOWN. USE NEXT LARGER SIZE 2. ALL XOX UNITS MUST USE EITHER GLASS TYPE 8 OR TYPE 0ONLY. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORICA 34474 WWW.CW S.CC 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 azoFOwowwoo w zoz M--t w -w3z 3 o; xzzs?a woo ci coi Q)i'- z a ai aVy = 7 U 41 K ZyU- 1vi11u/WNpwQ)F- a a ~a 'clwo z'; 8/2017 LUCAS A. TURNER, P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-3W1574 COMPARATIVE ANALYSIS I AAJ 07/01108 YG N. RE CWS-340 E SHEET 1:1 3 OF 8 INTERIOR cSL ggim• WINDOW SYSTEMS ia T 1900 SW 44TH AVE. T 7 a OCALA. FLORIDA 34474 WWW.CWS.00 e 8200 PVC HORZ. SLIDER NON -IMPACT i I a ? az3aI e w zoz wCI I o am3>ZZ°x;m 1 a d51 t 49 to ZO 6490$=29 C7 U Um_Zal-vta SECTION VIEV! 8-8 z 0 OOw O})OwV7W Nm OdT,- w 0 a. 4 M a M (L RE y. . N. 50201 INTERIOR = + j + •: + a 9'• STATE OF :to-' 4 S#ONA 0? O` a ' qq zz 8128/2017 IUCAS A. TURNER, P.E. FL PE 0 58201 1239 JABARA AVE. 4 O NORTH PORT, FL Z PH. 941-380-1574 SECTION VIEW C C SHEET OE IP'T1W. 5 ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW A -A OX ORAWNBY: AAJ 07/01/08 OWO IV, RtV.; CWS•340 E ITEMS NOT SHOWN FOR CLARITY: SHEET20.25.27, 34, 39.40.41.48, 51, 52 1:2 4 OF 8 INTERIOR N®• WINDOW SYSTEMS I 9 a 0 1 9 7 < 9 t 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC i I I I I 8200 PVC HORZ. SLIDER NON -IMPACT I. II I z 1t bbbUZ UZZZpU= 1?/I1 OOzijUOZQzfKaZZ Z1FO1-13 WHwQt~ tU7iiJ wm a taO FW303 p= O SECTION VIEW E- E KWtrZ' O2O-»01 La 0y raxayUy0:07MwU);a49 a _ 13 v: No 58201 :9S9' STATE OF : 14, a LE ,i3O F•<OR1Q••2 S V. 11 08/28a01 7 i LUCAS A. TURNER. P.E. FL PE 0 58201 1239 JABARA AVE. a NORTH PORT. FL 34288 ZQO PH.941.380.1574 B- SECTION VIEW F-F SHEET OESCRtPTtON ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW O.O XOX ORA N Y: DATE: AAJ 07/01/ 08 Ow0 M. CWS- 340 E ITEMS NOT SHOWN FOR CLARITY: 20.25. 27.34.39.40.41. 48.51.52 " ° SHEET 1:2 S OF B u x x 1 41 Or 3 2Yt6' T t SIB• v,B• jPVCSASH MTG. RAIL M-6027 It, 1Sw 91/t6' PVC SASH TOP/8TM RAIL H-6004 PVC FRAME FIN H-6026 F rro — y e sre• L PVC SASH SIDE RAIL H-6026 IL 641- 21 e• v,e• FIXED MTG RAIL H-1836 CORNER CONSTRUCTION CORNER WELD ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME ue 1 v4•--I ms I I 1 ve. trs i 1 116• sts , I Y4•— Y16 I L L iii "'' 1©- T. I 1/18• 1,rrr"' ---+.AoJJJ I 1 1116- 1. e L ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF. SBR/SSR REINF. SASH MTG. RAIL S•1776 S•6013 S-6014 S•1498 S•1497 1600 SW 44TH AVE OCALA. FLORIDA 34474 WWW,CWS.cC 8200 PVC HORZ. SLIDER NON -IMPACT a z az3 woo a zu0iz>aO_;m i z=a1-321 Vyt- aHya 4 PZVyZOw u U U,wcnowo7uj 4 0:0 wh0 u]:yyFIyLa3aVPS• GENSF•.Ry v ' No 58201 :9 b: a 9'. STATE OF : k, z snsrz0n 9/ 16' t 114 r lrs• Yi6', LUCAS A. TURNER. P.E. t u 3'--j FL PE A 58201 t & 16' 7/ 1239 JABARPORT. LV,B T_ rPAVE. NORTHNO288SCREW SUPPORT PH. 941 380- 574 PVC FIXED RAIL COVER PVC GLAZESEAO P3113 PEWRIPMR. S- 6063 S•6064 JWUT BOMAND EXTRUSIONS LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063•T6 UNLESS OTHERWISE NOTED. 16, 19.20.28.32.33.37, 53 AAJ 07101/08 CWS- 340 E SHEET 1: 2 60F8 E yi MAX 0 C. (TYP) 3. (ryp SASH I1 116" A1I1X O.C. (TYP.) 6- MAX (TVP) I I I , ff@FIXED r SEENOTE 26- MAX (TYP.) 16' MAX. O.C. TYP.) 9" MAX O.C.- TYP,) ANCHOR Q MIDSPAN — TY*.) CHOR LAYOUT - E) (FLANG 4- MAX (TYP.)--(iie' MAX 0C. (TYPJ 4- 161AX.(TYP.)- T' e' MAX O.C. TYP) ANCHOR LAYOUT - (FIN INSTALLATION ANCHOR(TYP) INSTALLATION ANCHOR (TYP.) 15" MAX O.C. (TYP.) 6' MAX (TYP.) I L 6' MAX. (TYP.) 3' (TYP) j Ada 10- MAX O.C. — TYP.) L X 1 ANCHOR LAYOUT - (FLANGE) 4- MAX (TYP.) IF I- e" MAX O.C. (TYP.) 4- MAX. (TYP.) T' INSTALLATION e' MAX O.C. ANCHOR (TYP.) TYP) O X ANCHOR LAYOUT - (FIN) NOTES: 1, INSTALL ONE ANCHORAT EACH INSTALLATION LOCATION, SILL ANCHOR SPACING SAME ASHEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWEO. 3 ANCHOR TYPE. SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETElCMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE -1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS' 3' FOR MASONRY, I'FOR WOOD AND METAL. S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLE 1, SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALLWATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FINWINDOWS). FMA/AAMA 200(FLANGE WINDOWS). FMA/WOMA 250(BOXWINDOWS), FIWAAMAIWOMA 300(EXTERIOR DOORS) WINDOW SYSTEMS ll 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT Q Z QZ9WFOG W ZOZ 0:~?- 0 6q;Zy0a3mLLZZ=ZF S O 01-01j=KUUq aFgaOZ-q?Zti7q Q OV r/1-7V- ZLL 7 zOIL Z LL g Wmz40 LACZ-a M020apw0axa a rx a aW3a zz sn8%ZOl7 LUCAS A. TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-MG-1574 ANCHOR SCHEOULE NOTES AAJ 07101/08 vc.: _ CWS-340 E u SHEET 1:40 7 OF 8 TYPICAL HEAD ANCHORAGE I MIN EDGE GIST. SEE TABLE 1 SUBSTRATE BY OTHERS I SEE TABLE t MIN. EMBEOMEi PERIMETER SEALANT- SEE TABLE I BY INSTALLER INSIDE AND OUR SEALANT BEHIND l= LFLANGEBYINSTALLER 1/4• MAX SHIM INSTALLATION ANCHOR SEE TABLE I r 114• MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER 1 PERIMETER SEALANT BEOMENI BYINSTALLER SSEETASEETABLE t INSIDE AND OUT SUBSTRATE BY OTHERS I /' I SEE TABLE t I IN. EDGE GIST, SEE TABLE 1 INSTALLATION SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 114• MAX SHIM - SUBSTRATE BY OTHERS SEE TABLE I MIN, EDGE GIST. SEE TABLE I PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEMINO FLANGE BY INSTALLEI B HORIZOMAL SECTION e TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3I16' ITW TAPCON] I-l/r 1-118• FLANGE E Ho CONCRETE (2.85 KSI MIN) r Y16- ELCO ULTRACON V t FLANGE GR Ir FLANGE ZX MIN. SOUTHERN PINE (G=0.55) Y16- RW TAPCON OR ELCO ULTRACON tJ/8' 7/8- FLANGE ZXMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1J/8 7/8- FLANGE 16 GAUGE (0.06D-) MIN. STEEL STUD 33 KSI YIELD MIN) 010.16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.0W7/16• FLANGE 1/8- ALUM. (6063-TS MIN.) OR 118• STEEL (33 KSI MIN.) 00 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125• 7/i6• FIN 12XMIN. SOUTHERN PINE (G=0.55) 106 WOOD SCREW 1-1/2' 7/16 WINDOW SYSTEMSMIN, EDGE GIST. SEE TABLE I SUBSTRATE BY OTHERS SEE TABLE IF 1900 SW 44TH AVE. ww CFLS RL•ICDR34474 u4 MAX SHIM 8200 PVC HORZ SLIDER MIN. EETAABLE°i`E"T NON -IMPACT Q PERIMETER SEALANT a z 3 /a1Z3 CI A O a 1w- O WBYINSTALLER INSIDE AND OUT wO_ z O z tC ~ a V) 3 0 (r3 m INSTALLATION ANCHOR Z Z>Z Z= 2 6 D: w O OSEETABLE1OUO1- O V a= I- C0y1- z G- N aSEALANTBEHIND FIN BY INSTALLER 0 Z003 N= j 0 NCHORIZONTALSECTION 8 TYPICAL FIN i" m o 0 U. Z 0 F - ANCHORAGE HEAD MO SILL SIMILAR FOR FIN INSTALLATION F Zr03OV) W Z N Ity 0 J U) Faoaww3a ZZ 8a8/2017 LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34268 INSIDE AND OUT PH. 941.380-1574p1HORIZONTALSECTION E BOX FRAME INSTALLATION SNEEf DE CRIviION, HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TOAND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: D NDATE: AAJ 07/01/08 MIN.114• FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK ISAPPLIED 1w+ r INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-340 EPRODUCTANCHORAGEISINACCORDANCEWITHREQUIREMENTSAS SHOWN FOR FLANGEWINDOWS. SHEET 1:2 8 OF 8 1/4/2018 Florida Building Code Online Professionid"h9ulationr rIL'r+'1 BCIS Home I log In 1 User Registration I Not Topics I Submit Surcharge Stats 6 Facts Publications I FBC Staff BCIS Site Map Unks Search Product ApprovaldopFloridarUSER: Public User jY+ Product Approval Menu > Product or AnMicatlon Search Aoolieatlnn list > Application Detail FL k FL4092 RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext245 kpine@cws. cc Kevin Pine kpine@cws. cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 3S2) 368-6922 Ext291 jlathrop@cws. cc Quality Assurance Representative Arturo Monteverde Address/ Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext221 amonteverde@cws. cc Category Windows Subcategory Horizontal Slider Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE- 58201 Keystone Certifications, Inc. 07/ 21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FI anv R8 COI EvalReDort223E.Ddf Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/ WDMA/CSA 101/l.S.2/A440-08 2008 PA TAS 202 1994 http:// www.floridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method i Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 4092.1 HS-6200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FIA092 R8 Il CWS-340E.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Tumer 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FLg092 R8 AE EvalReoort340E.odf 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 4092.2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window02 Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R8 11 CWS-223E.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58202 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalReoort223E.Ddf DP 40 PSF. Glass conforms to ASTM E3300-04. Created by Independent Third Party: Yes 4092.3 HS-8200 HS-8200 PVC Horizontal Slider, OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4092 R8 11 CWS-486C.DdF Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58202 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". FL4092 R8 AE EvalReDOrt486C.ndf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. BacY. NeNt 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 Slate of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It 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, effectiveOctober 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: Rrgq_ -r7t Credit Card Safe hitp://www.foridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwlDquz931a/o2b4g5faOOzM2M4GTnBAwwDnjlGdioa/o3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report — CWS-223E September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 72" x 72" unit size XO or OX Manufacturer: Custom Window Systems, Inc. 1900 SW 44'" Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements ofFAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6"' Edition (2017) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-223E, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3870-1 and -1A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/l.S.2/A440-08 4) Supplemental Calculations to support CWS-223E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-223E. Limitations of Use: This product: May be used in OX or XO configuration in sizes up to 72" x 72" unit size, with max. glass daylight widths as shown in CWS-223E Achieves design pressures as indicated in comparative analysis tables in CWS-223E is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS-223E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-223E Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process ofthis product. t11111ifff' Prtt)Rt=bt T LUCKS No 5i32 •'a % Turner 9/07/2017 Lucas A. Turner P.E. 2017-09-16 P STATE of ;•w= FL PE #58201 09:23+20:00 T s:i o R o P.'G'` • N A`- .``. ff101111100, HORIZONTAL SLIDER -IVON-IMPACT . TABLE OF CONTENTS GENERAL NOTES 6 ELEVATIONS.....I DP CHART 8 GLAZING DETAILS _...... 2 SECTION VIEWS & ALT. FRAME........ 3 EXTRUSIONS 6 8.00 ........................4 ANCHORSCHEDULE & NOTES ..... .. . 5 INSTALLATION DETAILS...................6 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (F8C). CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: -OX-. -XO'. 4. DESIGN PRESSURE RATING (SEE SHEET 2X NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.0401/09. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04901109. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINOLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6 NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WINO BORNE DEBRIS REGION. T. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES IMODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 - FIXED SASH 10. SECTION CALLOUTS APPLY TOALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4' x 1' LOCATED 4' FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 72„ X 72„ SEE COMPARATIVE ANALYSIS NONE CHART, SHEET 2 Lucas Turner 2017-09-16 07:28+20:00 11011'lli1 1900 SW 44TH AVE. OCALA. FLORID9 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a z ;g < 3' r who wowwZOZtrzr o av13>Os3m Z=2arw000 U UV) rme. Z2-jZZr rnO=pviZ U- H-U.20 wz vi r ZTWyQW00 0.11 x ORE vP31. .... NO 58201 t V: 9 : STATE OF0. OPtI X 9/07/2017 LUCAS A. TURNER. P.E. FL PE 9 50201 1239 JASARA AVE. NORTH PORT, FL 34286 PH, 941-380.1574 GENERAL NOTES AND ELEVATIONS LAWN BY, ATE: AIDE 09112JO7 EY.: CWS-223 E SHEET 1:14.29 1 OF 6 Equal Split OXor llD Design Pmssufes (PSF) Unit Height in.) Glass Type Unit width (in.) 351/2 391/2 431/2 471/2 511/2 551/2 59112 631/2 671/2 72 A 60.0/•60.0 60.0/-60.0 60.0/-WO 60.0/-60.0 60.0/•60.0 60.0/•60.0 S8.6/•58.6 5L4/-SL4 45.5/-45.5 40.0/-40.0351/2 S. C. O 60.0 / -60.0 60.0 / -60.0 60.0/ -60.0 60.0/ -60.0 60.0 / -60.0 60.01.60.0 5&6 / -58.6 51.4 / -51.4 45.5 / -45.5 40.01.40.0 A 60.0/•60.0 60.0/-60.0 60.0/-60.0 60.0/•60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 SL4/-51.4 45.5/•45.5 40.0/•40.039112 8.C.0 60.0/•60.0 60.0/-60.0 600/•60.0 W.0/•60.0 60.0/-60.0 60.0/-60.0 58.6/•5&6 51.4/•51.4 4S.S/-45.5 40.0/-40.0 A 60.O/•60.0 60.0/-60.0 60.0/•60.0 60.O/-60.0 60.0/•60.0 60.0/•60.0 58.6/•58.6 51.4/•51.4 45.5/45.5 40.0/40.0431/2 8.C.0 60.01.60.0 60.0/•60.0 60.0/•60.0 60.0/•60.0 60.0/•60.0 60.0/-60.0 58.6/•58.6 SL4/.51.0 45.5/-45.5 110.0/40.0 A 60.0 / -60.0 60.0 / -60.0 60.0 / •60.0 60.0 / -60.0 60.0 / •60.0 60.0 / -60.0 58.6 / -58.6 5.4/-51.4 45.5 / •45.5 40.0 / -40.04711260.0/•60.0 60.0/-60.0 60.0/•60.0 60.0/•60.0 60.0/-60.0 60.0/•60.0 58.6/•58.6 54/-51.41.B.C.0 45.5/-dS.5 40.01.40.0 A+60.0/-60.0 60.0/ -60.0 60.0/•60.0 60.0/-60.0 600/-60.0 60.0/•60.0 58.6/-5&6 SL4/-51.4 455/• 0 t 1/2 60.0/•60.0 WO/•60.0 60.0/•60.0 60.0/ -60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 5.4/-5L41B.C.0 45.5/•45.5 0.0/-40.0 55t/2 60.0/•60.0 60.0/-60.0 60.0/-W.0 60.0/•60.0 60.0/•60.0 58.6/-58.6 LA+60.0/-60.0 51.4 45.5/•45.5+0.0/•40.0 S.C.D +60.0/-60.0 +60.0/-60.0 +60.0/•60.0 +60.0/-60.0 +60.0/-60.0 +60.0/•60.0 +5&6/•58.6 +51.4/•51.4 59112 A +6p•0/•60.0 +60.0/-60.0 1 +60.0/•60.0 +60.0/•60.0 1 +60.0/•60.0 +60.01.60.0 +5&6/•5&6 +514/-51.4 S.C.0 +60.O/•60.0 +60.0/•60.0 +60.0/-60.0 +60.0/•60.0 +60.0/•60.0 +60.0/-60.0 +58.6/-5&6 +51.41.51.4 63112 A +60.0/•60.0 +60.0/•60.0 +600/•60.0 +60.0/•60.0 +55.8/•55.8 +54.8/-54.8 +53.8/-53.8 +51.4/-51.4 B, C.0 +60.0/-60.0 +60.0/-60.0 +60.0/•60.0 +60.0/-60.0 +59.7/-59.7 +56.5/-56.5 +S3.8 -53.8 +51.4/-51.4 67t/2 A +60.01.60.0 +60.0/-60.0 +60.0/-60.0 +56.6/-56.6 +5L8/-51.8 +50.2/•50.2 +49.7/-49.7 +47.41.47.4 E0+60.01-60.0 +60.0/-60.0 +60.0/-60.0 +5&9/-589 +55.31-55.3 +12.3/•52.3 +49.7/-49.7 +47.4/-47,4 72 +6p.0/-60.0 +600/•60.0 +58.5/•58.5 +54.2/-54.2 +d84/-48.0 +45.9/ 45.9 +45.6/-45.6 +43.6/-43.6 B. C. 0 +60.0 / -60.0 +60.0 / -60.0 +58.S / -58.5 +54.5 / -54.5 +51.1 / -51.1 +48.2 / -48 2 +45.8 / -45.8 +43.6 / •43.6 TW OVERALL ve• ANNEALED SW AIRSPACE LIVS' ANNEALED Ex 552 OR T GLAZE'M SITE GLASS TYPE A NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 71T OVERALL F- 3116ANNEALED 1n• AIRSPACE 3116' ANNEALED X552OR T GLAZE'H' SITE GLASS TYPE B 45.5 +40.0/40.0 45.5 1 +40.0 / -40.0 45.5 +40.0/-40.0 7!6' OVERALL US* TEMPERED 51W AIR SPACE I1W TEMPERED SIKAFLEX 552 OR PURFECTGLAZE'H• 1n' GLASS SITE GLASS TYPEC 7At• OVERALL 311V TEMPERED ln' AIRSPACE 3116• TEMPERED qLPS.'1-RFFLSCETX $52 ORGLAZE• FriSSITEGLASS TYPE0 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER NON - IMPACT aZ0 Z ; owoo 3ZZ 2X2 wwOZO OVO O Or-4 Fd: Vv) a 41a 47ZZO) NZ?V47 z2zou.z o F>pjp302 Z1!1Wy0 Wi o,w- Cc - a w~ a z3wy z 9/ 0712017 LUCASA. TURNER. P. E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34268 PH. 941.380-1574 MEET N: COMPARATIVE ANALYSIS AND GLAZING DETAILS RAWN BY: DATE: AIDE 09/12/07 v.: CWS-223 E SHEET 1:1 2 OF 6 gotsINTERIORWINDOWST 1900 SW 44TH AVE. OCALA, FLORIDAr34a74 141 4 S 7 www•CwS.CC 8200 PVC HORZ. SLIDER R NON -IMPACT I r 1z z 3 azoOwO wp zO10Loa3>zo¢3m zCL iw 7d Wo=O 1 1 l4 10 1 1 a 10 11 U v.yic4Na OZU ZO U1 0 SECTION VIEW 8-8 Q o a 3 p w x o? iq 1- tz 9NOTE: FIXEDLITE AT HEAD AND IS SIMILAR. w O o y o w wSlllz = a O $ N0.pK, O C w ul t o- t e j4p`?•'`CEHSF••;PyF`G Ne 59201 •. 9 - p.. STATE OF Jk11p OAFINTERIOR F G 4 e Z-- 9/07/2017 e 7 3 LUCAS A. TURNER, P.E. t 1 o FL PE # 58201 1239 JABARAAVE. NORTH PORT, FL 34268 PH. 941.380-1574 1S"EET DESCRIPT1W. 0 SECTION,VIEW C-C 1 9 ALTERNATE FIN FRAME ORAw BY* OAle: SECTION VIEW A•A ADE 09/12/07 owGa. CWS-223 E NOTE: ITEMS NOT SHOWN FOR CLARITY: 1:2 30F6 22.3031 x. T I t 21 V18' t/76' 0 PVC FRAME FLANGE H-6031 PVC FRAME FIN H-6026 r-2 YIS a sre• 1 1l16' PVC SASH MTG. RAIL H-6027 1 JII B• -I--I1 e t se• IVfik1116• PVC SASH TOPISTM RAIL H-6004 F__1 se' qq v+e PVC SASH SIDE RAIL 028 tIM 2 2 J FIXED MTG RAIL H-1836 CORNER CONSTRUCTION CORNER WELD ALL SIDES) e a \ FD(ED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME a r 1 V4' 1116' L— Vt6' t t/8--•'{ t/2' I L tlt6' 1 V6' SIt6' T t116' 314' 3/18' L T ,/t6• W. Ste T 11 6 t/16• ROLLER TRACK S-1776 HORZ SCRN ADAPTOR 5.6013 VERT SCRN ADAPTOR S-6014 REINF. SBR/SSR S-1498 REINF. SASH MTG. RAIL S-1497 atl. 1 a0 va• r- t Yt6' ' I 1 J. I t 9t6• ILI] r SCREW SUPPORT PVC FIXED RAIL COVER PVC GLAZESEAO P 3113 S- 6063 S-6064 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 17. 31.32 1900 SW 44TH AVE. OCALA. FLORIOh34474 W WW.CW S.CC 8200 PVC HORZ. SLIDER NON - IMPACT a Z 3 az3: p Owo !2waa Zz0zK-Z+w-' o_ zW3>o 3= z zZZ O Oro Qmmw00 OZ Z-j?ZI-tq PzV2ZO0tL 3oWOxZz a: : 0p 0 K ZNtu aNONrw- pw0UJa a ¢3?L p t r,NOREW r rii 4p?,. GEHSFG Pywi No 58201•P STATE OF 9/ 07/2017 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380.1574 SOM AND EXTRUSIONS AOE 09112/07 or nEv: CWS- 223 I E SHEET 1: 2 4 OF 6 ANCFTYP. 6' w 6' AU 20• TYF NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 3' MAX (TYP.) Jff 6• MAX O.C. (TYP.) r 8' MAX O.C. TYPJ WINDOW SYSTEMS 6 1900 SW 44TH AVE. OCALA. FLORIDA 34474 SEE NOTE 2 WWW.CWS.CC li I • I I I I I I I ANCHOR LAYOUT - (FIN) 8200 PVC INSTALLATION HORZ. SLIDER ANCHOR MP.) NON -IMPACT r- OWO wFoo Z ZOZ K~Z y3>ZOa3:mZZX2mwoo 0 0 06 aUUy-ZaPrga Z p ?jVo/ f?>LLm00wOW-x°- f9 I- z tu ~ D N W N O Wy W a cro 0 WHO W=,yaaIr3w 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE zz- CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMSARE NOT ALLOWED. 9107120173. ANCHOR TYPE. SIZE. SPACING AND EMBEDMENTSHALL BE AS SPECIFIED IN THESEDRAWINGS. SEE TABLE 1. SHEET 6. LUCAS A. TURNER, P.E. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR 161ETALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT, FL S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED INSUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 4288 PH. 941-380-1574 SPECIFIED IN TABLE 1. SHEET 6. TRWOOISCMPTION. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED. INTO SUBSTRATE - 1X BUCKS ARE ANCHOR SCHEDULE At OPTIONAL. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL SE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY. 1' FOR W000 AND METAL. DRAWN BY: AT : S. WOOD OR MASONRY OPENINGS. BUCKSAND BUCK FASTENERS SHALL BE PROPERLYDESIGNED BY THE ARCHITECTOR ENGINEEROF RECORD AND INSTALLED TO TRANSFERWIND LOADS TO THE STRUCTURE. ADE 09/12/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED lumom Y.: 9 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-223 E FAWAAMA 100(FINWINDOWS). FAWAAMA 200(FLANGE WINDOWS). FMA/WOMA 250(SOXWINDOWS), FMA/AAMA/WOMA 300(EXTERIOR DOORS) SHEET 1:20 S OF 6 SUBSTRATE BY OTHERS SEE TABLE I PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION SEE TABLE 1 SEALANT BEHIND - FLANGE By INSTALLER PERIMETER SEALANT - BYINSTALLER INSIDE ANDOUT SUBSTRATE BY OTHERS SEE TABLE I TYPICAL HEAD ANCHORAGE 1 1 MIN EDGE GIST. I- - SEE TABLE 1 114' MAXSHIM MIN. EDGE DIST. SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 114' MAX SHIM --{ SEE TABLE 1 EDGE DIST. SEETABLE I INSTALLATION ANCHOR SEE TABLE I INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 8 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 311S' rtW TAPCON I.712' 1.1/6' FLANGE Z NGE CONCRETE (2.85 KSI MIN.) Y16- ELCO ULTRACON 1- FLANGE FLANGE 2X MIN SOUTHERN PINE (G=0.55) 3116• RW TAPCON OR ELCO ULTRACON 1•y8' 710. FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW t•3!8 7/8' FLANGE 16 GAUGE (0.060-) MIN. STEEL STUD 33 KSI YIELD MIN) 410.16 HILTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' T/16- FLANGE 1/6• ALUM. (6063-T5 MIN ) OR 1/8- STEEL (33 KSI MIN.) 1110GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125- 7/10, FIN ZXMIN. SOUTHERN PINE (G=0.55) 8 WOOD SCREW 11-1/2- 1/2 WINDOW SYSTEMS MIN. EDGE GIST. SEE TABLE I SUBSTRATE BY OTHERSFSEETABLE1 1900 SW 44TH AVE. CW5FLORIDA 34474 114- MAX SHIM WWW KIN 8200 PVC I HORZ. SLIDER SEE TAM 14ENT NON -IMPACT O PERI.NETER SEALANT Z Z 3 a=OWJOwO WZBYINSTALLER INSIDE AND OUT O Z O Z W: H n 3 Oct m INSTALLATION ANCHOR Z Z> Z= i Q 1- 3: g x SEE TABLE I SEALANT BEHIND U OrOLj=K U Vl U) Z a~ t/1 aOFINBYINSTALLERZQZUgZ70UCHORIZONTALSECTIONF: - LL 2 O Oa Z3QO.- 8 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION i P Z_ 0 0FICKH > § O 0 wl-0 cx> 0. a W (L p 9/07/2017 Q LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 2111 INSIDE AND OUT HORIZONTAL SECTION PH.941.380-1574 D 6 BOX FRAME INSTALLATION SHEET DESCRIPnOw. HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. MAWH orUPTOANDINCLUDINGABOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: JOATE.. AIDE 09112/07 MIN 114- FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED owrl v: REV. INSIDE AND OUT, FULL PERIMETER. BY INSTALLER. CWS-223 I EPRODUCTANCHORAGEISINACCORDANCEWITHREQUIREMENTSAS SHOWN FOR FLANGE WINDOWS. E2 SHEET 1 6 1/4/2018 Florida Building Code Online Z , I'mei ' ! 0 1 4 1 a. t N ZGEOMM 111 - am BCIS Mom. I Log In I User Registration Hot Topics Submit Surcharge Slats S Facts Publications FBC Stall SCIS site Map Unks Search Florida V r_i Product Approval yay r V ii USER: Public User tt+ veywIL-oi Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4091-118 Application Type Revision Code Version 2017 Application Status Approved Comments Archived . Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@cws.cc Category Windows _ Subcategory 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 Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL4091 R8 COI EvalReoort15417.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By hltD-//www.11oridabuildino.ora/Dr/Dr aoo dll.asnx?Daram=wGEVXQwIDquz931%2b4g5faHJ3x%p2fpCz8Ew7OMgLld528M%3d 1/3 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products 00 FL # Model, Number or Name Description 4091.1 SH-8100 8300 Vinyl Flange/Fin Frame Single Hung Llmr s of Use Installation Instructions Approved for use in HVHZ: No FLg091 R8 I1 CWS-154F.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: SH-8100, Max. size 53.125" x 76". Glass complies FL4091 R8 AE EvalReoort154F.odf with ASTM E3300-04. Created by Independent Third Party: Yes 4091.2 SH-8100 SH-8200 Vinyl Single Hung, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4091 R8 11 CWS-485C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Tumer S8201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", FL4091 R8 AE Eva1Reoort485C.odf see installation dwgs. for DP. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 4091.3 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 11 MS-442C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", FL4091 R8 AE EvalRe1)or1442C.odf DP +67.5/-70 psf. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes 4091.4 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 11 CWS-492C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see FL4091 R8 AE EvalReoort492C.odf chart on installation dwgs. for DP. Glass complies with ASTM Created by Independent Third Party: Yes E1300-04. 4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 11 CWS-293D odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies FL4091 R8 AE EvaiReoort293D.Ddf with ASTM E1300-04. ICreated by Independent Third Party: Yes Back next Contact Us :: 2601 Blair Slone Road Tallahassee FL 32399 Phone: 850.487.1824 The State of Flondo is an AA/EEO employer. copyright 2007.2E+13 State or Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. Ir you do not want your e-mail address released in response to a public records request, do not send electronicmalltothisentity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395. 'Pursuant to Section htin•/fwww.flnrlriahitildino.nro/or/or aoo dil.asox?oaram=wGEVXQwIDouz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 2/3 1/4/2018 Florida Building Code Online 455.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, 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: ecpcl -wr Credit Card Safe htto://www.floridabuildinci.OrQ/Dr/Dr aDD dtl.asox?Daram=wGEVXQwtDquzg3l%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3 URNER ENGINEERING & CONSULTING, INC. 1239 .Iabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 154F August 28, 2017 Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit size, 54 3/8" x 77 1/4" flange size Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements ofFAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 61h Edition (2017) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-154F, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 1 Ol/I.S.2/A440-08 4) Supplemental Calculations to support CWS-154F, signed and sealed by Lucas A. Tuner, P.E. Installation: Units must be installed according to approval document CWS-154F. Limitations of Use: This product: May be used in the configurations and sizes and with daylight openings as indicated in CWS-154F Achieves design pressures as indicated in comparative analysis table in CWS-154F Is non -impact and requires the use of shutters in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires glass as shown in CWS-154F Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154F Certification of Independence: I do not have, nor do I intend to acquire, nor will 1 acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t Iltlflll' PNt)RE v 5•y c sF 4- Lucas No 58201 Turner 2017-08-30 15:58+20:00 p: STATE or o A t 0NA' t`, z!Z_ 8/28/20175 Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG-QPTIONS)MPACT SHOWN W/ 54 9/S MAX OVERALL 54 3fVFLANGEWIDTHMAXOVERALL 53 t/8- FLANGE WIDTH MAX UNIT WIDTH 46 151t6- —'7 X UNIT WIDTHMAXUNITGLASSOLOI GLASS OLO 7 iia IMAX I I335116' 69 lirOVERALL GLASSLMAX FLANGE HEIGHT I9: p FLANGE O 33! GU13MAXvHEIGHTI1DLfUNIT 0114 HEIGHT 8 I1 UNIT HEIGHTSA SH6- ASSAEISHXGLASS6SIII 26 n 1 6 AX GL J 6 A GLASS OLD EQUAL SPLIT 54 316- - MAX OVERALL FLANGE WIDTH 53 1/8- MAX UNIT WIDTH 48 15116- — W Sn6' SVJ( OVERALL 33 Y16- FLANGE O GLASS HEIGHT OLO 621116' MAXUNIT HEIGHTMAX i 2011/ 16• SASH GLASS DLOHEIGHTGLASS OLD 60/ 40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I OP CHARTS d GLAZING DETAIL........2 SECTION VIEWS d ALT. FRAME EXTRUSIONS & B.O.M....................... 4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAILS.....................6 i 465/16- --1 GLASS OLO 5 HI SASH ORIEL GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW STSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. 1900 SW 44TH AVE. OCALA. FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) W WW.CWS•CC 3. CONFIGURATIONS:'O/X'. 8100 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNG NEGATIVEDESIGNLOADSBASEDON. TESTED PRESSURE AND GLASS TABLES ASTM E-130004e01/09. NON -IMPACT POSITIVEDESIGNLOADSBASEDON. TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-0001/09. z 3 a Z 30 ZwwolwS. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED w Z w ZOJ2_ , INTHEDESIGNOFTHISPRODUCT. SEE SHEET 6 FOR ANCHOR a 3 ZZ' DETAILS. WINOLOAO DURATION FACTOR Cd=1.6 WAS USED FOR WOOD LL w 3 F 3 ZANCHORCALCULATIONS. Z OVx i< D: w 0 pOI- O'jax,Iz UyFZ1LfV)a 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE a Z - v) Z F O rn SYSTEMISREQUIREDINWINOBORNEDEBRISREGION. 7d. O 17 Vj - V - F- 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT C LLfpOLLZ 2 ¢ O Z - USEDATFIXEDMEETINGRAILANDJAMBrIf (ZF } o ? O N w O41 W OJ0 8. SERIES IMODEL DESIGNATION SH-8100. Z a ¢O x-rn wl- O o xWy 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: F a W 3 w X = OPERABLE SASH, 0 = FIXED SASH a 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 5 G 11. EXTERNAL WEEP SLOT =1J2' x 2-1/2' LOCATED 4' FROM BOTH ENDS. No 58201 :gyp Lucas Tumer 2017- 08-30 17: 10+20:00 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EQUAL 53-1/8" x 76" SEE COMPARATIVE ANALYSIS CHART, SHEET 2 NONE 5 HI ORIEL 53-1/8" x 68-1/4" NONE 60/ 40 ORIEL 53-1/8" x 62-1/16" NONE zz 8/ 262017 LUCAS A. TURNER, P.E. FL PE a 56201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 IEET DESCRIPTION. GENERAL NOTES AND ELEVATIONS tAWH Br. DATE: BAT 04/29/08 Y.: REVZ CWS- 154 F AM SHEET 1. 33.33 1 OF 6 Heights (in.) Heights (in.) 1 23 1/2 27 1/2 35 1/2 17 50/-75 50/-75 39 1/2 19 50/-75 50/•75 41 1/2 20 50 / -75 50 / -75 43 1/2 21 50/-75 50/-75 47 1/2 23 50/-75 50/-75 51 1/2 25 50/45 50/-75 53 1/2 26 50/-75 50/-75 55 1/2 27 50/-75 50/-75 59 1/2 29 501.75 50/-75 63 1/2 31 50/-75 50/-72.1 65 1/2 32 50/-73.2 50/-69.. 67 1/2 33 50/-69.8 50/.65.1 71 1/2 35 50/-64 50/-59.' 74 3/4 36 5/8 SO/-59.9 50/-55.1 76 37 1/4 50/-58.5 50/-54. 71W OVERALL 1W ANNEALED SIB' AIR SPACE IW ANNEALED w iS SITE Design Pressures (PSF) with Glass Types A, 8, C, or 0 Unit Widths (in.) 29 V2 31 1/2 35 1/2 39 1/2 41 50/-75 +50/-75 +50/-75 +50/-75 +5 50/-75 +50/-7S +50/-75 +SO/-75 +5 50 / -75 +50 / -75 +50 / -75 +50 / -75 +5 50/-75 +50/-75 +50/-75 +SO/-75 +5 50/-75 +50/-75 +50/•75 +50/-75 +5 50/-75 +50/-75 +50/-75 +50/-75 +5 50/-75 +501.75 +50/-75 +SO/-75 +5 50/•7S +50/-75 +50/-75 +50/-75 +5 50/-75 +50/-75 +50/-75 +SO/-75 +S 50/-72 +501.71.6 +50/-71.6 +50/-71.6 +SO 50/ -68 +501.67.4 +50 / -67.3 +50/ -67.3 +50 E/3 50/ -63.7 +50/ -63.4 +50/ -63.4 +5C 50/-57.3 +50/-56.5 +50/-56.5 +50 50/•53 +50/-51.8 +SO/-51.7 +50 50/-51.5 +50/•50.2 718" OVERALL Y16- ANNEALED -- VY AIRSPACE Y16' ANNEALED PSIKAFLEX 552 OR PURFECT GLAZE'H' 1 1/2• GLASS SITE GLASS TYPE B NOTE, IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 43 1/2 47 1/2 51 1/2 1 53 1/8 50 / -75 50 / -75 50 / -75 50/ -75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-73.1 50 / -75 50 / -75 50 / -73.4 SO / -70.6 50 / -75 50 / -75 50 / -68.9 50 / -66.2 SO/-75 SO/-72-7 50/-65.2 50/-62.6 718. OVERALL 116' TEMPERED 518' AIR SPACE IW TEMPERED GLASS TYPE C SIKAFLEX S52 OR PURFECT GLAZE W t1T- GLASS SITE GLASS TYPE D 715. OVERALL Y1S- TEMPERED 1R- AIRSPACE Y16' TEMPERED SIKAFLFX 552 OR PURFECT GLAZE W SST GLASS BITE WINDOW SYSTEMS Ilv/I/I 1900 SW44TH AVE. OCALA.FLORIDA34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT o? w aZO zzaoZ cWwOYf- a wm3}03;= oZ rwp0ZUZNO O 205z} O~~~ Z . ONWU 4: CWNCZa0_jS2 O IL I- w ui x CL 3wBnS/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380. 1574 N o awl COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: GATE' BAT 04/29/ 08 CWS•154 F SHEET t;t 2OF6 0 WINDOW SYSTEMSINTERIOR 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CW S.CC 8100 PVC 0 SINGLE HUNG o NON -IMPACT z @Wo aFzw to 3 6 6 a arn3>0 3mawzr3s t t 1 Utn U yaSECTION8.8 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, z a 2 C o o iqyRIGHTSIDESHOWSSASHSECTIONVIEW. O I aa »3om ui LL 4/W yQ HPKz=a tY0-mla9wHoWxmo aa X t 7 5 INTERIOR puunq ORE v 9 Vp5.`1GENSF.,:Py'% 1 a v • No 59201 9•• STATE OF : 9 10.... 0, ONAI.E t t zz Bn017qo LUCAS A. TURNER, P.E. o- FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 SECTIONC•C smuroESCRIPTION ALTERNATE FIN FRAME SECTION VIEWS SECTION A.A ORAWN By: DATE' BAT 04129108. CWS-154 FNOTE: ITEMS NOT SHOWN FOR CLARITY: SHEET20. 23. 25.26. 31. 36. 37, u, 51.52. 55-56. 64. 67-68 1:2 3 OF 6 3 PVC FRAME FIN H-6026 3 tB• 211116' C PVC FRAME FLANGE H-6031 115I76' —y 1 L vt6' PVC SASH STM. RAIL H-6028 2 3 4 1 y1G tl 1 1/1G• L 1/l6' PVC SASH SIDE RAIL H-6004 FRAMECORNER CONSTRUCTION 23/16' WINDOW SYSTEMS T 1900 SW 44TH AVE. a OCAIA. FLORIOA'34174 WWW.CWS.CC t SB- Ills' CORNERWELD 8100 PVC' ALL SIDES) SINGLE HUNGPVCSASH M-6027MTG. RAIL ' 6 NON -IMPACT Z ; aZ3 OWO awoz0Zat_zt tIR' O am;>OK;m T— ZX2 wwopOOr0C1SrRU Z— armsFIXEDMEETINGRAILy ? v18 SCREWED TOGETHER WITH 2 000,6-7Q- 2 Us. OUTER RAME } § ; a Z0 $ o Z0wr_x0 ILI0 T i V U. 0: w)uw1/s' M Z w O FIXED MTG. RAIL 0 w 0 a S N 1+1836 a a it a 7 P4638 08 x 2.112 PH Mod. Truss Type A, Tek 2 Ajax Steel I Ifir I IB• t 8 P-3768 X8 x 0.625 Ph PH SMS Hub City Steel y16 t/2 - 9 Pff--o4p51WH8x1.250 Ph FH TEK, Whl. Hub City Steel 19 1L+ UIt6' 0 P4264 08 x 314 FM PH w/a8 Head. TEK. Wht Hub City Steel L a P3342 Seam Sealer, SN1 w Schnee L Ills 1116• 5 P3752 Cap Plug. 1/2' Hole M8M Nylon PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP 6 P-3438 Sikellex 552 orPurfect Glaze •H' SikafHenkel S-6014 S-6013 S-6029 8 P3352 Sol. 81k.. 65 Our.. 1/8' x 5/8• x 2' Lg, F. Lovre Rubber i P3881 Temporary Lbl. (NFRCIOP) 2 P3613 CW S Lbl. (logo) Pro Label - 314- j 3 Glass. Fixed (See Sheet 3) y1B- I 1/4' I — 4 Glass. Sash (See Sheet 3) , L I IyJi t4 5 P-3281 Spacer (see sheet 3) Oumseal 1 , Its T 1/t 7/L ifiP-3281 Spacer (see sheet 3) Oureseal L L 2 PJ218 Screen Frame, Holz. Allmelal I Alum REINF. SBRISSR ' 3 P3218 Screen Frame. Vert. Allmelal Alum REINF. SASH MTG. RAIL S-1498 A P3321 Screen Frame Comer KeyAllmetal Plastic H-1497 PVC GLAZING BEAO i5 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettervue Fiberglass, S-6064 i6 P-3228 Screen Spline, .155 Dla.. Slit. Oapa Vinyl i7 P3029 Screen PL41 Tab Summit Alum I' I8 P3033 Screen Spring, SS Fl. Screen SS 3r16' I I _3.__ T-- t i9 H-6026 Main Fr., SH, 1WFIn., PVC Mikron Vinyl L 0 P3113 Screw Support for PVC T. Plastics Nylon 'ram I yIj tn6 t S 6063 Fixed iI Corer Mrkrert Vinyl SCREW SUPPORT j— P-3113 PVC FIXED RAIL COVER LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6011 UNLESS OTHERWISE NOTED. S-6063 6-7, 11, 21-23. 29. 31. 4143. 47, 49-50. 57.61 S28/2017 LUCAS A. TURNER, P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380.1574 BOM AND EXTRUSIONS BAT 04/29/08 7d 0. CWS-154 F SHEET 1:8 4OF6 L MAX O.C. (TYP) 6' MAX (TYP.) SEE NOTE 26' MAX(TYP.)1 1 I O I MAX. O.C. TYP.) 1 rL MEETING RAIL I 4 (TYPI Ir I CENTERLINE 4- (TYP) J V INSTALLATION ANCHORS TYP 4 i 4' MAX (1YP)- 4' MAX (TYP.) 6- MAX O.0 TYP.) THRU FRAME ANCHOR AT FIXED MEETING RAI TYP.) ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT • (FIN) ME INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 114•. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OFHIGH DENSITY PLASTIC OR BETTER. WOODSHIMSARE NOT ALLOWED. 3, ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALLBE ASSPECIFIEDINTHESE DRAWINGS, SEE TABLE 1, SHEET6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SHEET 6. 6 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE(CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS. 3' FOR MASONRY. 1' FOR WOOD AND METAL, S. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL SE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAAAMA 100(FIN WINDOWS). FMAAAMA 200(FLANGE WINDOWS), FMA/WOMA 2501BOX WINDOWS). FMAAAMANVOMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 0 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT Z <ZW O W ZNZrO_;~ Z ZSi QwwopOOHO <=FwUUwIw—zm -wmZZj—zo.-DoOVyZ7V— F--IL Q0ILa3QNowFXo- z H 000:N5 WVI2 ZV1W OJyI WO 0.' W 3 Ww (O snlz8n017 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34268 PH.941.380-1574 , ANCHOR SCHEDULE NOTES BAT 04/29/08 G4: V- CWS-154 F 50 SHEET 1:25 5 OF 6 MIN. EMBEDMENT —- TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE GIST. Iu• MAX SHIM--{ SEETABLE 1 SEE TABLE t SUBSTRATE BY OTHEj-_ SEE TABLE I 1 L5E E GIST. MIN. EMBEDMENT E 1 PERIMETER SEALANT SEE TABLE 1 BY INSTALLER I INSTALLATION ANCHOR— INSIOE AND OUT SEE TABLE 1 / SEALANT BEHIND L I, MAX. SHIMFLANGEBYINSTALLER U SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHEI SEE TABLE I 1/4' MAX SHIM MIN. EMBEDI SEE TABLE I MIN. EDGE GIST. SEE TABLE I A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUTLiSEALANTOEHIND FLANGE By WSTALLE 9 HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE GIST. FLANGE CONCRETE (2.0 KSI MIN.) 3116' ITW TAPCON 1' 1.11B' FLANGE ALLQ&Q2= r nGE OONCRETE (2.85 KSI MIN.) 3/16' ELCO ULTRACON 1• 1• FLANGE FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3116' ITW TAPCON OR ELCO ULTRACON 1 3/8' 718. FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 810 WOOD SCREW 1.3/8' 718' FLANGE 16 GAUGE (0 060-) MIN. STEEL STUD 33 KSI YIELD MIN) 1110.16 HILTI KW IK-FLEXOR ITW TEKS SELF-ORILLING SCREW FULL THREAD THRU 0.050' 7/16• FLANGE 1/0- ALUM. (6063-T5 MIN ) OR 1/8- STEEL (33 KSI MIN.) 410 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125 7/16' FIN 2XMIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-i12 ur MIN. EDGE GIST. SUBSTRATE WINDOW SYSTEMS 8_---J SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 114' MAX. SHIM SEE TABLE I wWW'CWS.CC A 3447a 8100 PVC SINGLE HUNG SSEE TABEIONON-IMPACT Qz 3 < Z OPERIMETER SEALANT Z W J O a W O w BY INSTALLERWZO2C- Zt INSIDE ANOOUTQaV) > O K 3 Co INSTALLATION ANCHOR Z Z= E< K W o Q SEE TABLEIOOr- O V<= F w SEALANT BEHINO O U y 1~/1 Z O. I- M a FIN BY INSTALLERZ OZ O 0- Z j L0,1 NC*N HORIZONTAL SECTION < 1= Z LL f 0 O U. Z 6 TYPICALFINANCHORAGE > i O w t= X O— HEAD ANDSILLSIMILARFORFININSTALLATIONOG } 3 O i W LLrKTI- I_AWNIC10Ju)w aw wo, yZ 0 8/ 28/2017 F// LUCASA. TURNER, P.E. FL PE 0 58201 PERIMETER SEALANT Z 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34268 INSIDE ANDOUTHORIZONTALSECTION PH. 941-380-1574 0 6BOX FRAME INSTALLATION SHEETOUCRIPTION. SIMILAR FOR SILL AND JAMBS FOR SOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. UP TO AND INCLUDINGA BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: RAWN BY DATE: BAT 04/ 29/08 PAIN. 114' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED 4. v: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-154 F PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET1:2 60f6 Florida Building Code Online Page l of 2 f - 11 II _ 0 0 '•a o acts Home I Lop In I User Registration I Hot Topic I Submit Surcharge I Slats 6 Facts I Publications I FSC Staff I aCIS Site Map I Links I Search I dCb r as roduct ApprovalP USER: p2n; user Product Approval Menu > Protluct or Aeplkalbn Search > Application List > Application Detail FL # L16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368.6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hunq Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE @ Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 http://www.floridabui lding.org/pr/pi-_app_dti.aspx?param=wGEV XQwtDgvyf4iigAXii10... 12/14/2017 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Dale Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL id Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Ltml s of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 11 CWS-812C.ndf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other; SH-8100 PVC Impact, no sill anchors required. FL16177 R2 AE EvalReyort812C.odf Safety glazing required on outer lite above 30 ft. In HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. sack Ncat Contact Us ;; 90 Phone- 850,497•1824 The State of Florida Is an AA/EEO employer, Convrlohl 2007-2011 State of Florida_ :: Privacy Statement ;; Acc aslbiheStatement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your !-mall address released in response to a public -records request. do not send electronic mad to this entity. Instead, contact the Office by phone or by traditional mail. If you have any quesbans, please contact 850.487.1395. 'Pursuant to Section 455.2750 ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.5, must provide theDepartment with anemail address if they have one. The emaib provided troy 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 hue . p1 PProd tKttA,ApprovalAccepts: I> vsl WP W iclwll E Credil Card Safe htip:// www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4iigAXIi 10... 12/14/2017 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-390-1574 FBPE C.O.A. 429779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, 70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 440b Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6'b Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/l.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C Is impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone Requires 7/8" Insulating Glass consisting of 1 /8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) —Air— 5/16 Laminated (l/8Ann-.090PVB-1/8Ann) inboard lite Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6ib Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. NORE W Lucas No 58201 Turner 2017-08-30 p ; STAT E OF .•Q1: 16:11+20:00 r.0..`.' ., F •• . 8/29/2017 Lucas A. Turner P.E. FL PE #58201 53 IlW MAX. OVERALL FLANGEWIDTH 51 7/8' MAX. UNIT MOTH 47 11/1S• GLASS DLO A MAX. I I OVERALL I FLANGE HEIGHT B IOI 61 Y4• I I MAX. UNIT HEIGHT 1 30 3115' I MAX IM m TABLE OF CONTENTS GENERAL NOTES d ELEVATIONS.....I GLAZING DETAIL._.............................2 SECTION VIEWS.................................3 EXTRUSIONS & S.O.M. .................... . A ANCHOR SCHEDULE 6 NOTES INSTALLATION DETAILS .......... ......... 6 A GLASS OLD 46 3W MAX. SASH WIDTH B 2613111GLASS MAX. ESIGN PRESSUREAX. UNIT SIZE RATING 51-7/8" x 61-3/4" 1 +/- 70 PSF GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED JQ_ _ __("jbm WINDOW Il( d( TOCOMPLY WITH THE FLORIDABUILDING CODE (FBC), CURRENT SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IOW SW 44TH AVE. IS RATED FORWIND ZONE 4 MISSILE LEVEL O IMPACT USEAS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1006 PER THE FBC. W NW.CWS.CC 2. GLAZING OPTIONS. (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS:'OW. SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACTNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E•1300-04601/09. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER Z 3 a Z; INFILTRATION TESTPRESSUREAND GLASS TABLES vv OOOOciASTME•1300-04e0iMI). 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED w < w zOz K_I- IR W 3 ow 3coINTHEDESIGNOFTHISPRODUCT. SEE SHEET6 FOR ANCHOR z s i DETAILS. WINOLOAO DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O - O Lj w OF KANCHORCALCULATIONS. L3 y Z a y dZZF-Do 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE O0002,-OV- F Z a zz O ". ZNOTREQUIRED. O X Z - o " y:)39i7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT EiO O 0: y OZHWOUSEDATFIXEDMEETINGRAILANDJAMB. Lx S. SERIES / MODEL DESIGNATION SH3100. O w 0Fa: uj3 wwa 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: IIIIIIIIIII 4, X - OPERABLE SASH, O - FIXED SASH l ORE WPK T 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 4P?•1GENSF LOCATION. J.:' No 58201 11. EXTERNAL WEEP SLOT -1/4' x 1-1/4' LOCATED 4" FROM BOTH ENDS. 4 IMPACT RATING LARGE MISSILE IMPACT LucasTume r 2017-09-22 13:36-04:00 rZ 9/22/2017 LUCAS A. TURNER, P.E. FL PE0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 300-1574 GENERAL NOTES AND ELEVATIONS BAT 06118/12 CWS-812 C AM SHEET 1:15 1 OF 6 9mmmsa 19W SW 44THAVE. OCALA, FLORIDA 34474 www.CwS.CC 8100 PVC SINGLE HUNG IMPACT zt{1I11 1<Z3 0 J O 4 WF O W Lo 20? W~3' 0 La 7Ar OVERALL INSULATED GLASS 7/6. OVERALL INSULATED GLASS Z ZO ir O U = 0 0 r ANNEALED OR TEMPERED 1/S• ANNEALED OR TEMPERED Z (AVl Z Z F j N1 7116• AIRSPACE 711V AIRSPACE r; C f ZO 8 a Z5116' LAMINATED GLASS SIt6' LAMINATED GLASS N j 3O i U6' ANNEALED IIV ANNEALED OLL yy W 41 00 tt 2 OW PVB INTERLAYER BYDUPONT .OW PVBINTERLAYER BYDUPONT O w I- 12 O a x i > 1RP ANNEALED 1RP ANNEALED d K 3 a N OUANEX OURASEAL OUANEX OURASEAI QRE WTK) SPACER 4 IPURFECTEGIAZE IW OR SIKAFLEC 552 ° •• CEiV ??,, 4 PURFECT GLAZE 9f OR SIKAFLEX SS2 4P • ENS.41 v : No 58201 : F 14 VY GLASS SITE 1 112• GLASS SITE 4 t STATE OF QJ 1 ONA>11Ea` 1 0 FIXED LITE ED 912212017 LUCAS A. TURNER, P.E. FL PEA 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380.1574 SKEW VESMUITON. GLAZING DETAILS w SAT 06/18/12 YG . CWS-812 C SETTING BLOCKS RRBC11.3,3,1 SHEET 1: 1 2 OF 6 commINTERIOR 1900 SW 44TH•AVE. OCALA. FLORIDA 34474 VVWW.CWS.CC 1 1 . 8100 PVC SINGLE HUNG IMPACT z 3 <Z300O1OW W 0 14 ay$ ow3m1—w i,32x 3 1 1 19 4 Z4FtiWw O sEcnoNBs o ozZ UyuNOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. t- z 0 o Z3ow - X Z - GO5:003011 14 G Z=a KOyyzliFa3a- p e pp un4rr 0.0`PNOREW GtINTERIOR8 No 58201 It i= 9 ; STATE OF ;1u: A'......... Et,` 11ONA11 14 6 1 9/22/2017 LUCAS A. TURNER, P.E. 1 6 2 4 FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34268 PH.941-380-1574 SHEET SCRIV OpN• SECTION VIEWSSECTIONA -A DRAWN BAT 06/18112 M NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C eat SHEET20. 25-26. 36417, 44. 5152. 55-56. 64, 67.68 1:2 30F6 L or X LINE ITEMS NOT USED* 5. 7, 11, 15.17, 21-22. 29, 31, 3336, 41-43, 46, 4950. 55, 57.61, 69 3 ve•-• I 1 2 3 21Fvl f HB' olls IrT,/,8' REINF., IMPACTHOOK - 1112 15116• L 1/16' PVC SASH STOP -6025 v4. JU"t6ll 13 T ,/16- REINF. S.G.R./S.S.R. - 1498 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 15118' r-- 23f16• e 1 1 5/e' 1 ve' 1/18' t/,6- PVCSASH MM. RWL6026 1 Y+ 1 1 ve' 18• PVC SASH SIDE RAIL- 6004 I 1 vte' PVC SCREEN CATCH - 6013 ff.".0715/t6• O REINF. STM RAIL-1699 0 Y+6' O 1 5/16' 5 6 • IMPACT HOOK S-1577 PVC SASH TOP RAILE027 lm 1 2 Fr 1/16- FIXED RAIL- +e38 9It8- I as• PVC FIXED RAIL COVER - 6063 I L 11iG REINF, TOP RAIL-1497 FRAME CORNER CONSTRUCTION CORNER WELD ALL SIDES) 1:e FIXED MEETING RAIL SCREWEDTOGETHER WITH OUTERFRAME is t t e-y916• PVC SCREEN SUPPORT - 6014 7/e• L PVC GLAZING SEAD$064 n•—{-- Y. l O SCREW SUPPORT3113 19W SW 44THAVE, OCAIA FLORIDA 34474 vVWw.CWS.CC 8100 PVC SINGLE HUNG IMPACT Z T: 6Z?i O W O 0000, zo2 0:rxNaye .032.a; ow"I 'NR z63ZZt-7N 0,0 Mfj— nwwo 0? 30'd tugooo wx vrJ a I3w r:2-1 9/22/2017 LUCASA. TURNER, P.E. FL PE # 58201 1239 JARARA AVE. NORTH PORT, FL 34286 PH. 941380-1574 SOM AND EXTRUSIONS SAT 06/18/12 io W. _ CWS-812 C im-SHEET 12 40F6 6' MAX. ()YP.) 6' MAIL (1YPJ 4' RYP.) NOTES: ANCHOR (TYP.) WINDOW SYSTEMS 0 1900 SW 44THIAVE. OCALA. FLORIDA 34474 V A WCWS.CC 8100 PVC SINGLE HUNG IMPACT owo HoTHW-?1 3y3 os3mFW * WOO O 2D-ZZ-7y pVujZ U- F-u w2o lZ U. 0 NOWtl1 tl a. 0O v1 O Q. Ir3W 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOODSHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. 9/22/2017 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCASA. TURNER, P.E. BE PROTECTED TO PREVENT REACTION. FL PE 4 58201 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 SPECIFIED IN TABLE 1, SHEET 6. ' PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BEBEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7, AMINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY. T" FOR WOOD AND METAL. URAWN By: S. WOODOR MASONRYOPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THEARCHITECT OR ENGINEER OF RECORDAND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET, SHEET6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. BAT JUATO6118112 aw 8' CWS-812 C 9. SEALING AND FLASHING STRATEGIES FOR OVERALLWATER RESISTANCE OF INSTALLATION SHALL BE DONEBY OTHERS FOLLOWING THE CURRENTVERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGEWINDOWS). FMANYOMA 250(BOX WINDOWS), FMAlAAMAJWDMA 300(EXTERIOR DOORS) u 1.15 SHEET 5 OF 6 SUBSTRATE BY OTHER SEE TABLE 1 PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER INSIDE AND OUT SUBSTRATE BY SEE TABLE 1 TYPICAL HEAD ANCHORAGE VERTICAL SECTION MIN. EDGE DI9T. SEE TABLE 1 MIN. EMBEDMENT MIN. EMBEDMENTIWIND" SEE TABLE 114' MAX. $HIM SUBSTRATE BY OTHERS SEE TABLE 1 I' 9Z 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W WW.CWS.CC SEE TABLE 1 i MR. EDGELEDIST.SEE 8.QO PV`. SINGLE HUNGINSTALLATIONANCHOR SEE TABLE 1 IMPACT 1/4' MAX SMM O Z 3 a yLudFOZOZcrztu aN3 oo;mI. PERIMETER SFJIUINT NSIOETANOOUT F _ H =W= Uy Z(L y aSEALANTBEHINDZQ-qFLANGEBYINSTALLERrO2 OZ 0O U CONTINUOUS 3115' B HORIZONTAL SECTION NV t Z vlDOUBLEBEADSOF S TYPICAL JAMB ANCHORAGE Y O 3 O mTREMGLAZEU1600SEALANTAROUND PERIMETER AT ALL INDICATED POINTS 0 p41 W N p JBETWEENFRAMEANDBUCKBYINSTALLER. Z W a. W = N 1/1• MAX SHIM 0- K; S MIN. EMBEOR BEE TABLE 1 EDGE OAST. TABLE 1 TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE GIST. CONCRETE (2.0 KSI MIN.) 3/16' TTW TAPCON 1.1/2' I-Ilr HOLLOW OR 2' CRETE (2.65 KSI MIN.) 3116' ELCO ULTRACON 1' 1• GROUT -FILLED 2' 2XMIN. SOUTHERN PINE (Gs0.55) 3/16' ITW TAPCON OR ELCO ULTRACON 2XMIN. SOUTHERN PINE (G-0.55) 10 WOOD SCREW 1J/6' 718' 16 GAUGE (0.060-) MIN. STEEL STUD KSI YIELD MIN) 910.16 HILTI KWIK-FLEX OR TTW TEKSSELF -DRILLING SCREW FULL THREAD THRU 0.060' WIT1/8' ALUM. (6063-T5 MIN.) OR 1/$' STEEL ( 33 KSI MIN.) 410 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0. 127 7116' J PERIMETER SEALANT BY INSTALLER INSIDE AND OUT C HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR SOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/ 4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 9/22/ 2017 LUCAS A. TURNER, P.E. FL PE 9 50201 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 N ET PT INSTALLATION DETAILS w BAT 06/ 18112 r. CWS- 612 C SHEET 1: 2 6 OF 6