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155 Wildwood Dr - BR18-004469 - WINDOW REPLACEMENTCITY OF SkNFORD FIRE DEPARTMENT NOV 0 2018 Building & Fire Prevention Division PERMIT APPLICATION HIS Q1ApplicationNo • " Documented Construction Value: $ 4, 592 Job Address: 155 WILDWOOD DR SANFORD, FL 32773 Historic District: Yes NoFv(l Parcel ID: 10-20-30-502-0000-0280 Residential Commercial Type of Work: New 1ddition Alteration Repair Demo Change of Use Move Description of Work` "CPLACE 4 WINDOWS NON/IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone:954-7924415x243 Fax:407-4728380 Name NEAL, CAROLYN D Street: 155 WILDWOOD DR Email: s laflale-ve s@fhaproducts.com G&W rd N__(1*' Property Owner Information City, State Zip: SANFORD, FL 32773 Phone: CAL53 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 State License No.: CGC061890 Architect/Engineer Information Name: N/A Phone: N/A Street: N/A Fax: N/A City, St, Zip: N/A Bonding Company: Address: N/A E-mail: N/A Mortgage Lender: 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 of that date: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. V"- o3 ti Aa, , t f Signature of Owner/Agent Date S n ontractor/Agent Date Name Print Cbntraltor/Aeent'sName ZIP State of Florida ate i e Notary -State of Florida Date O`+ G \ Owner/Agent is Personally Known i <<,- Contractor/Agent is Personally Known tee Produced ID Type of ID A ,0• Produced ID Type of ID L yG\O QVOLIC *6C v\ rQ Q sue o " V S FOR OFFICE USE ONLY a r'TTATE pFr Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: g 3TAI Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: c ' 1 ( - t4 -LZ Revised: January 1, 2018 Permit Application SEMINOLE COUNTY MULTI —JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of: FL HOME Luis Collazo and Mawrys Rodriguez IMPROVEMENT ASSOC. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 155 Wildwood Dr, Sanford, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name Wayne T. Burnett State License Number: CGgq,6 Signature of License Holder: STATE OF FLORIDA COUNTY OF !c,4_n e l The foregoing instrument was acknowledged before me this day of , 20 1 , by t u_11m AtA,1-A who isPpersonally known to me or who has produced/' as identification and who id (did not) take an oath. i(// ice•- Si otary Print or type Notary name Paul Norman Notary PubCtcIPU& j Stag of Florida ire$ 311012020 of a My C°mmiss Commn t4 FF 97WI Notary Public - State ofL Commission No. My Commission Expires: SCPA Parcel View: 10-20-30-502-0000-0280 Page 1 of 2 Property Record Card Parcel: 10-20-30-502-0000-0280-0280 se o o cco fi rv, rX,n, Property Address: 155 WILDWOOD DR SANFORD, FL 32773 Value Summary 2019 Working 2018 Certified Values Values Valuation Method Cost/Market I Cost/Market Number of Buildings t - - Depreciated Bldg Value t$103,507 98,776 Depreciated EXFT Value Land Value (Market) 32 000 32,000 Land Value Ag tJust/Market Value " 135,507 t$130,776 Portability Adj 1 _ Save Our Homes Adj 48,187 f $45,252 Amendment 1 Adj 0 — 0 P&G Adj 0— I $0 Assessed Value I $87,320 t$85,524 Tax Amount without SOH: $0.00 2018 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 28 RAMBLEWOOD PB23PGS7&8 Taxes Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 1I2/1/2004 05207 1868 i $122,000 I Yes Improved WARRANTY DEED 1/1/2002 04307 0324 96,500 Yes i Improved FINAL JUDGEMENT 1 7/1/2001 04138 i 1826 t 100 : No Improved WARRANTY DEED 8/1/1980 01290 1361 51,400 }Yes Improved WARRANTY DEED 5/1/1980 01280 0316 100 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 ; 0.00 1 1 1 $32,000.00 , $32,000 Building Information s Bed/Bath count incorrect? Click Here. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 ' SINGLE E 1980 6 3 2.0 , 1,3631,971 1,533 CONC $103,507 $127,002 FAMILY I BLOCK ! Description I Area GARAGE 418.00 FINISHEDENCLOSED PORCH 170.00 FINISHED OPEN PORCH I 20.00 FINISHEDhttp:// parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=10203050200000280 10/22/2018 REQUMD MPECT 11" Mmr M Descript Footer S4fbacic Sfemwall Foundation" Lintel/ Tie - Beam /Fill /Dovm Ceff ShcathffiLrl W- alrs- S-heathing-,L Roof Roof Dry In Frame insulation Rough In ilFirewaH S'er'ew Pattern 1,Drywa:ll / ST eetrocic Lath Inspec,ioh Final Solar I Final Roof Final Stucco- /,'Siding Insulation Final Final Utility; Building - Final Door Final window Final Screen'.Room Final Pool Sicreen Enclosure. Mobile Home Building - Final Pre -Demo Final Demo. Final Single Ok=-*b,. Resfidence, ina 9Final. (Other) Addireffs: 1=2e'cflon Descid2WOIM Electric• Underground Footeif Slab Steel Bond I Electric Rough T.U.G. 1-1 Pre -Power Final Electric Final Mar. Tus don Descld2donpe-0 I I -Plumbing Underground Plumbing Sewer Plumbing Tub, Set.. Plumbing. Final Max limspechon D-escF ti MeZa cal Rough M = ech. "calTinal min ax fl-On Gas -Underground - Gas Rough REWSED, June 2014 FWIWA ft-W (MAWnMn% Q'FLORDA IDob* -7 4,P-Nf 3 Omtrad Noma Noma Phow. _w 41 Bus. Phuno.—_ C1 Tho Conlew IaAde And enittod owthz,day.I.A_AVUZ_ 1H A1, Anti V#MvfAl mmqd OU`sW of Mljogdmj e WCoW5T OW40d =1 11MIld ere art Nwc RtnWv*d 4COUairafwffMb, d1mapQ p ' n vouswry t""rhot lvploxww vaiv. irFAAEntm? stwol som? - — skwf ivr; VIW ftamd Imtdl ..., Numnum V Tara omur_ _Orrin, MM Rnw-_ E.— ag Ftither is r ftk"r SroAdmd oix— 4ty— F C! I 1! iij k_FMrh6r MMTDv; kAFA IAA' xsn Rf LH( IH( oty ofy ofy QY,— CY QfY__ QfY_, 1 rskssNMA HERE 40? w t-s M I' Lill Jj- INMALSERE b, 45,, IlAo; ftaNg z-,o OvIt" p—h 40 W. 1") Spat canytHratl Ww& im"wN yjrq yti Apply 101 kwMingat 1h. Abooeiulut hwp jwnAtneaea',I. am ""It'l, In bkjjjL SyskooDhIL aNRyo. do not pfo. ft !Iv P" .6donum a row op'""Vow ftwnftw"aRaanM howl UMAMWA rM x-Mac, t-w" ow omwtm.440ow Pagugs41 Aul rentkw AhOW4OAlryriftbmrbY*1r;1*d%bAV stir ofoft, W'duft4Mv%lgv.,w Thr —fl by AwwttrZf4tvvah dAPjprM4jMGfjhft tunrudINg rof opoft ofWt, truldM &W.W daw IN WITNESS WHUEOF, ft Puttsbrieto tom Ueculed Wi contract und" mk &tot the day and VW first abow w1jaeft You *4 D war aurCam* MIStransoolon M *AY vrom Pdor toMWAIRbs onthil twrdbudmuday after thedae ofCNsysQWuoA, 0".,. arts 41A we t# Nar" &TIlle) Emit i%, Mwdofown"3 Home owne( AP vlws Scanned with CarnScanner Grant Maloy, Clerk Of The ,Circuit Court & Comptroller Seminole County, FLInst#2018127093 Book:9245 Page:101; (1 PAGES) RCD: 1117/2018 9:50:03 AM REC FEE $ 10.00 THIS INSTRUMENT PREPARED BY: Name: BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC. 8034 SUNPORT DR. #401. ORLANDO. FL. 328 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number. 10-20-30-502-0000-0280 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the propertyand street address if available) LOT 28 RAMBLEWOOD PB 23 PGS 7 & 8 155 WILDWOOD DR SANFORD, FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name: NEAL CAROLYN D Address: 155 WILDWOOD DR SANFORD, FL 32773 Fee Simple Title Holder (if other than owner) Name: N/A Address:' NIA 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 Lienor's 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 b t `of my knowledge and belief. l J C lA l 'Cc l h t /)" I .A N e w Florida Statute713. 13(1)(g):' 1:be owner mustsign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of V County of Se1A t&,4A ` — q The foregoing Instrument was acknowledged before me this ` day of \" Q 20 l by l SaM\! Jb^ lv ` Who Is personally known to map" flame of person making statement OR who has produced iftolfNerffig type- of identification produced: o- P v pt" Notary Public State of Florida c. , - ,i,l ,, ' HoFf e=IV1'y Commission Expires31101 Notary Signature mmission No. FF 97 A 010 Date..,._ RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form gU1771 c Permit # # 1 8" 4 4 6 9 Project Location Address 155 Wildwood Sq/ yFO,,,® ORD. FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging T Sliding R CODE COMPLIANCE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Sectional LICENSE TO PROCEED WITHcNOT AS FAi TFR Roll Up PLAN6 EXAMINER ASIDE ANY OF THE PROVISIO S OF THE TECHNICAL Automatic NOR JPREVENT Other REQUIRING A CORRECTION DF ERRORS IN PLANS, 2. Windows CONS 1RUC I ION OR VIOLA I IONS OF I HIS CODE Single Hun Horizontal Slider CWS 8200 F L4 92.2/FL16736.1 Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WAYNE T. BURNETT Please Print) June 2014 r ILMAWVIAM SHEEL__j PTV) 17012-7/201E MYMII*7;733= I Neal 1 764853 1 Single Fam I 1 1 12 1 Carlos I Florida Building Code Online Page 1 of 2 6C1S Home Log In ( use, Registration Hot Topics Submit Surcharge ; Stats & Facts ( Publications FBC Staff BCIS Site Map Links ( Search ab S "'° Product Approval i qE USER: Public User v Product Aonroval Menu > Product ar Application Search Application List > Application Detail Jet'r,s FL. # FL16736-R2 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 Ext245 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 Mohteverde 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 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 Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE E/J- Validation Checklist - Hardcopy Received FL16736 R2 COI EvalRenort871C.pdf Standard AAMA/ WDMA/CSA/ 101/ I. S.2/A440- 08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm... 12/14/201.7 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 11 CWS-871C.adf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party`. Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalRe ort871C. df I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 11 CWS-869C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", OP +/- 60 psf. Outer lite FL16736 R2 AE EvalRenort869C.odf in I.G. must be safety glazed when used above 30 ft. in Created by Independent Third Party: Yes HVHZ. Glass complies to ASTM E1300-04. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013. State of Florida.:: Privacy Statement is Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmail to this entity. Instead, contact the office by phone orby traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455,-F.S. must provide the Department with an email address if they have one. The emalls providedmay be used for official communicationwith the licensee. However email addressesare public record. If you do not wishto supply a personal address, please provide the Department with an email address which can he made available to the public. To determine ifyou are a licensee under Chapter 455, F.S., please click here . Product Appr ovajl Accepts: Creditf Safe ems... EsBE *Af4 sy3. 01 littp://www.floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEV XQwtDqu8obl%2fIZm... l 2/ l 4/2017 T T—TRNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 ps`f (Fin or Flange window) 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 ofthe 6th Edition (20..17) 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-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -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/O5, ASTM E 1996 '`04/06/09, and. AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas A. Turner; P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: May be used up to the sizes and daylight openings indicated in CWS-871 C a Achieves design pressures of +/-60 psf Is Large Missile impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone o 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 1 have evaluated the materials in these NOAs and find that they comply with the requirements of the 6'h 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. 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. WIt1121jjr'. Lucas r Turner 2017-08-30 16:09+20:00 sr,Y of ,'+ iv 8/29/2017 o.R 'N a r''•Si0NA Lucas A. Turner P.E. 4 ;,''+ FL PE #58201 64MA FL, HE HORIZONTAL SLIDER -LARGE MISSILE IMP. 75. 114" MAX. OVERALL FLANGE WIDTH 74" MAX. UNITWIDTH 33" GLASS DLO-y I I I I 1/4" X. NGE B IGHT 1 I 63" 1 1 I 1 1 MAX. UNIT HEIGHT O I i 58 13116" 1 1 I I I i GLASS I 1 1 DLO 1 1 Ci i I 1 4. TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...........1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 C ff5_ as cusso__ 36 S/16" MAX. SASH WIDTH I B 59 9/16• MAXSASH HEIGHT I5 B 5 C 5 D GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSTOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENTEDITIONINCLUDINGTHEHIGHVELOCITYHURRICANEZONE (HVHZ) AND 1900 SW 44THAVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W WW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX". "XO". 4. DESIGN PRESSURE. RATING: NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TOEXPOSURE TO HURRICANE. WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND'HEAD/SILL. 8. SERIES:/MODEL DESIGNATION'.HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT= 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING 7 IMPACT RATING 74" x 63" 7- 60 PS LARGE MISSILE IMPACT LucasTurne r 2017- 09-22 13: 58-04:00 8200 PVC I- IORZ. SLIDER IMPACT Z ` tz0 p. pw0 owwFoo IIIwZ-'OZ KF I- 0Z 1-W ZHw S Z2od2w0Zw U Uy!-dl toa- n 00, _ Dw Q QOWFm_ O- KK 02 O (nwOJDI- Q. KO2o1Owow W=N 0- a s/zvzol7 LUCAS A. TURNER, P.E. FL PE # 58201 1239JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 GENERAL NOTES AND ELEVATIONS ADE 10/ 10/13 IG#: REW CWS-871 C ALE: SHEET 1:15 1 OF 5 67 INTERIOR. e 30 z SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11 1 18 1 1 3 6 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z ¢zg zLi ow0 QWooWJOkZZ. V)Z Oa' E 41 40 3 1 9 39 O SECTION B-B U o Uy1-Z.aNmaz_ ` Z D m e t1 NOTE: FIXED LITE AT HEAD Z f g O wz O AND SILL IS SIMILAR: c~i H Z 31 W_ QO mWNW 19 0_ l.wZtnW OJrpF p WF=--Oa, WS,>- H ul 30 3 CL a cr I apaafrnrbyrr, p"110REW , rr 1 } 1 336 19 No 58201. p414 HEAD IMPACT HOOK (TYP.) SASH4MIDSPANOF ITEMS 35 & 36) 7/8" OVERALL O = ; ¢ ip ; STATE OF 1/8" ANNEALED or TEMPERED 4tnSF(OR IOG\2. 7/16" AIRSPACE hLS+0NA Via••• INTERIOR 1 5116" LAMI 1/8" ANNEALED ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR JM DUPONT PVS INTERLAYER y 43 TO HURRICANE FORCE WNDS. LOCATED AT THIRD POINTS VB" ANNEALED i- 4 I V I (ITEM27) 9/2212017 19 I /\ 43 LUCAS A. TURNER, P.E. 3 n13 slv FLEx 552E 22 `f FL PE # 58201 1 IJ 41 1239 JABARA AVE. 34 NORTH PORT, FL 34288 PH.941-380-1574 1 I 16 SHEET OESCRIP1bN: 1/2" GLASS SITE 0 0 3 SECTION VIEWS AND 4 OUANEX DURASEAL GLAZING DETAIL IG SPACER DRAWN DATE: SECTION A -A HEAD IMPACT HOOK AND IDEAD 10/10/13JAMBROTARYLOCKLOCATIONSDWGll: REV.: 1:20 GLASS TYPE ASECTIONC-C 1:1 CWS-871 C ALTERNATE FIN FRAME SCALE: SHEET SETTING BLOCKS PER FBC 2411.3.31 1:2 2 OF 5 PARTS LIST 2 H-1699 lReint S.B.R./S.S.R, 3 H-1836 IMeet. Rail, Fxd. 4 H-6052 Sash Top/Bot. Rall 5 H-6048 Main Fr., SH, w/ Fin.. PVC 6 H-6050 Sash Meet. Rail, PVC 7 H-6051 Sash Side Rail, PVC 8 H-6049 Main Fr.. SH, w/Fig., PVC 9 P-3029 Screen Pull Tab 10 P-3033 Screen Spring, SS 11 P-3113 Screw Support, PVC 12 P-3218 Screen Frame 13 P-3228 Screen Spline, .155 Dia., Elk. 14 P-4754 Screen Frame Comer Key 15 P-3342 Seam Sealer, SM5504 16 P-3352 Set. Elk., 85 Dur.. 1/W x 5/8" x 17 P-3429 Wstp., 0.27.0 x .187 back FInS 18 P-3539 8 x 3/4" Square TEK 2 Zinc 19 P-4730 8 x 112" Truss PH TEK 2 Zinc 20 P-3752 Cap Plug, 112"-Hole 21 P-3783 or P5250 Spring Lock, Impact, PVC 22 P4779 Roller, Tandem 23 P-4051 98 x 1 114 Ph FH lEK, W ht. 24 P-4069 Keeper, Impact. PVC 25 P-4479 Weep Cover wlFlap 26 P-4638 8 x 2 1/2 Ph Truss SMS 27 P-4958 Rotary Lock 28 P4952 Keeper, Rotary Lock 29 P4959 Wstp., 0.420 x .187 back FInS 30 P:4633 Ba rel Fastener 31 5-1112 Reinforcement, Head S-1999 Frame Hook, Head, Impact S-2000 Panel Catch, Head, Impact S-6005 Anti Lift S-6013 Scm. Adapt., w/ Nib, PVC S-6014 Scm. Adapt., PVC S-6063 Fixed Rail Cover 5-6064 Glazing Bead GLASS SEE SHEET2 VCNUVK MAICKIAL 31/8' '•1KeymarkAlum •7—j1jjF 1 112 Keymark Alum j 3 5 Keymark Alum Mikron PVC 211116" 1/16' 39116" p 1f16" 2118" 1116" Mikron PVC Mikron PVC 11. Mikron PVC j-"-1" Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL - 1836 Summit PVC. FRAME FIN-6048 Hurley 1 15l16" 1 3/16" Team Plastic Rubber 6 Ailmetal RollForm r 7 4 40 Dap¢ 1518" 15I/6' 15I8' 15lt6" Alimetal Nylon 1116' L 1116" q 1ti6" tlt6" Schnee Silicone I FmnkLowe Rubber PVC SASH MTG. RAIL-6050 PVC SASHSIDE RAIL-6051 PVC SASH TOPIBTM RAIL-6052 PVC FIXED RAIL COVER - 606 Ultrafab Fastenal Steel 5/8" Fastenal Steel 0 3/16" Interlock M&M Nylon Fastenal Steel Interlock M&M Nylon Ajax Steel Sullivan Zinc. Sullivan Zinc Ultrafab Fastenal Steel Keymark Alum Keymark Alum arkKeymAlum Keymark Alum Mikron Mikron Mikmn CARDINAL Henkel./ Sika PVC PVC e • 0 SASH MTG. RAIL-1497 3 314" l+ PLAN VIEW-1999 HEAD IMPACT HOOK- 1999 S. S.RJS.S.R. - 1498 0 3116" O 6" I T 5L i116" PLAN VIEW-2000 PANEL IMPACT CATCH -2000 31s" SCREW SUPPORT-3113 33 E ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. CORNER CONSTRUCTION CORNER WELD ALL SIDES) 1: 8 1 6 SCREWED TOGETHER WITH OUTERFRAME 3 1:8 r ri— SASH 1yLIREINF. - 1699 7l16" t tl4' 34 1l16" ROLLER TRACK - 1776 114" 41 va" PVC GEBEAD- 6064 1/2" n L~ 38 7/16" PVC SCREEN CATCH- 6013 5116" It 1 1/8" 1 r 39 I 1116" PVC SCREEN SUPPORT.6014 r7/6" 9(1Jfi 31 1116" GLAZE BEAD - 1112 3l8"5/ 76" 3 I- 1116" PVC ANTI - LIFT - 6005 1900 SW 44TH AVE, OCALA, FLORIDA 34474 V WW. CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q Z 3 <z3- I]WOz 5-0 ¢Wood w ZNZ OKZi z zW2¢ w 3z i O0 0 Q=w U 0w1-- za- J 6. Z_5 ZF tq OZUUj.ZoU— LL 020? O Q F- 0 3 ZNW OJUIF a W =Cr w=U,y y p, NORE .. iri Op; GE NSF."ti4' J No58201:i-` y O: STATEOF ff7f rt li1111` zz- 9/ 22J2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941- 360-1574 SOM AND EXTRUSIONS ADE 10/ 10/13 YG.N: REV.: CWS-871 C A a SHEET 12 3OF5 12112" k 6" MAX. 6" MAX. INSTALLATION ANCHOR (TYP.) 17" MA) TYI 4" MAX. (TYP.)--_1 1--8" MAX O.C. RYP.I 4" .MAX. (TYF 8" MAX. O.C. TYP;) ANCHOR LAYOUT -(FIN) WINDOW SY5TEMS 1900 SW 44TH.AVE. OCALA, FLORIDA 34474 OTE2 WWW.CWS.CC 8200 PVC INSTALLATION HORZ. SLIDER ANCHOR (TYP.) IMPACT NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ 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 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH CORROSION RESISTANTMATERIAL 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 MANUFACTURERS .INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET S. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE. BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD SUCKS. IF USED. INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE 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 TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERSFOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/ AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) Z ? y Q Z : EWOaWOp W IIIZ. N Z 5 Ft 3 m. Q30 OI=-OQ¢Wp0 00W1,Za.Flja ZZOj - Z j 0.0 I? QWoZO?. 2Lu O f}m. EE Z W O J V aOr0W = ~ a 3 w v) aa1 otPpIORE6t jGP?.GEN FGpyct`.. No58201 V. STATE OF F`••OR10. . SS7dNAii)NG+` z:;7 9/2212017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 10/10/13 G#: REV.: CWS-871 C A SHEET 1:20 4OF5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BYINSTALLERS INSTALLATION ANCHOR SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. I SEE TABLE 1 MIN. EMBEDME SEE TABLE 1 IC= 1/4" MAX.. SHIM 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER D PERIMETER SEALANT MIN. EMBEDMEN BYINSTALLER SEETABLEINSIDEANDOUTr1AI SUBSTRATE BY OTHERS J ' I I e I I SEE TABLE 1 MIN. EDGE DIST. SEE TABLE T q VERTICAL SECTION 6 TYPICAL SILO ANCHORAGE INSTALLATION SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 114" MAX. SHIM - BY OTHERS SEETABLE 1 IN. DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE; BY INSTALLER g HORIZONTAL SECTION 5 7YPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRE 2 0 1-112" 1-1/8" GE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/15" ITW TAPCON 1" FLANGE FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116' fTW TAPCON OR ELCO ULTRACON 1 318" 718„ FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 410 WOOD SCREW 1-318" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 910-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" FLANGE 118" ALUM. (6063-T5 MIN.) OR 118" STEEL (33 KSI MIN.) 910-GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16 FIN 2X MIN. SOUTHERN PINE (G=0.55) 48 WOOD SCREW 1-112" 112" WINDOW SYSTEMS k J S Mib: BSTRATE OTHERS 1900SW44TH AVE, ETABLE 1 OCALA, FLORIDA 34474 1 WWW.CWS.CC 8200 PVC HORZ. SLIDER EMBEDMENT IMPACTE S Z¢ IMETER SEALANT Z W,Op SWOWSTALLER DE AND OUT WO ZOZ Wk !- Q Tn } O X 3 m_ 3INSTALLATIONANCHORZ o_ Z M 2 Q~ ctSEETABLE1O 0 O h O V OzILSEALANTBEHIND FIN. BY Z t~!1 Z F j NU' : INSTALLER ZQ O ] U - ZCHORIZONTALSECTIONH u. 2 0 0- Zr5TYPICALFINANCHORAGE HEAOAND SILL SIMILAR FOR FININSTALLATION F dO F 1- Z- m K > j O TnONcow EL W 0 J n hacif0co 2 F:d W w Naa 7' 9/22/2017F///NORTH LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER PORT, FL 34286 INSIDE AND OUT PH. 941-380-1574p1HORIZONTALSECTION. 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEADAND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN SY DATE: ADE 10/10/13 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-871 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGEWINDOWS. SCALE SHEET 1:2 5 OF 5 1/4/2018 Florida Building Code Online ors BCIS Home 1 Log In k User Registration 'Hot Topics ; Submit .Surcharge Stats & Facts Publications FBC Staff BCIS Site Map i Links i Search F;odda j Product Approval t i ' USER`. Public Usera' Product Approval Menu > Product or Apnlication Search > Application List > Application Detail FL # FL4092-R8 s5 e.. ,,.Y'n..rw i=.huXVaask. 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 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext 291 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-S8201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL4092 R8 COI EvalReport223E.pdf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA lol/I.S.2/A440-08 2008 PA TAS 202 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931°/p2b4g5faOOzM2M4GTnBAwwDnjlGdiop/o3d 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 Snmmnm of PrndttcM FL # —1 Model, Number or Name Description 4092.1 v HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use I Installation Instructions Approved for use in HVHZ: No FL4092 R8 II 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 EvalReport340E.pdf 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. I 4092.2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window — Limits of Use - Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-223E.adf 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 EvalReDOrt223E.pdf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent. Third Party: Yes 4092— HS-8200 HS-8200 PVC Horizontal Slider, OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4092 R8 II CWS-486C.pdf I Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 I 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 EvalRel)ort486C.pdf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. Contact Us 2601 Blair stone Road Tallahassee FL 32399 Phone:. 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request; do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please.contact 850.487.1395. =Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide theDepartmentwith 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: Ka Credit Card Safe http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 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, 201.7 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'h 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, 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 -IA, 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/A440-08 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 of this product. 4tt+tl tillfflffpiOR Lucas No 58201 Turner 9/07/2017 d .Lucas A. Turner, P.E. 2017-09-16 ff STATE OF FL PE #58201 09:23+20:00 Al 4 0 • , ORIZONTAL SLIDER - NON- 73 FLHE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS-_1 DP CHART & GLAZING DETAILS........2 SECTION VIEWS & ALT. FRAME 3 EXTRUSIONS & B.O.M ....... .. 4 ANCHOR SCHEDULE & NOTES .......5 INSTALLATION DETAILS.....................6 GENERAL NOTES: ozooCL®Ul - 1. THE PRODUCTSHOWN HEREIN IS- DESIGNEDrAND MANUFACTURED iWINDOW TOCOMPLY WITH THE FLORIDA BUILDING CODE (FBC),CURRENT EDITION. 1900SW 44TH AVE, OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) www'CWS,CC 8200 PVC 3. CONFIGURATIONS: "OX".."XO". 4. DESIGNPRESSURE RATING (SEE SHEET .2): WORZ. SLIDER NEGATIVE DESIGNLOADSBASEDON, TESTED PRESSURE AND I GLASS TABLES ASTM E-1300-04e01/09. NON -IMPACT POSITIVE-DESIGNLOADSBASEDON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES a Z 3 < Z 3 ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED z p w 0 ¢ w, 0 w -jo IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR FACTOR w 0 Z o z_ w Z O W 3 m DETAILS. WINDLOAD DURATIONCd=1.6 WAS USED FOR WOOD F ANCHOR CALCULATIONS. Z Z= 2< W w O 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 0 za Z V)iZO` SYSTEM ISREQUIREDINWIND-BORNE DEBRIS REGION, zO U: pj U — 7, ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT owOp O USED AT FIXED MEETING RAIL AND JAMB. vi O w OOEw(nW8. SERIES /.MODEL DESIGNATION` HS-.8200. a Z = w JO ),m 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0 a wr0. CLM d w 3: w X = OPERABLE. SASH, O = FIXED SASH S'NOREtq 10. SECTION CALLOUTS APPLYTOALLELEVATIONSINASIMILARLOCATION. C E N w VP:4 SF•.'P'' 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. r.Q. v f No 58201CZZLpSTATEOF : ULucas o Turner s, S ONAt rG p 2017-09=16 07: 28+20:00 X MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 72„ x 72" SEE COMPARATIVE ANALYSIS NONE CHART, SHEET 2 LUCAStA. TURNER, P.E. FL PE # 58201 1239 JASARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS AWNI DATE: ADE 09112/ 07 1G . IREV, CWS-223 E ALE: SHEET 1:1. 4..29 1 OF 6 Equal Split OXorXO Design Pressures (PSF) Unit Height Glass Un&Width (in,) in.) Type 351/2 391/2 431/2 471/2 511/2 55.1/2 591/2 631/2 671/2 72 2 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 51.4 / -51.4 45.5 / -45.5 40.0 35 1 B. C. D 60.0/-60,0 60.0./-60.0 60.01-60.0 60.0/.-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4J-51A 45.5/-45.5 40.0 2 A 60.0 / -60.0 0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 58.6 / -58,6 51.4 J-51.4 45.5 / -45.5 40.0391 B, C, D 60,0 / -60.0 60.0 / -60,0 60.0 / -60.0 0 / -60,0 60.0 / -60.0 60,0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5/ -45;5 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 51A/-51A 45.5/-45.5 40.0431/2 B. C. D 60.0 / -60.0 60.0 / -60.0 1 +60.0,/ -60.0 60.0 / -60.0 60.0 / -60.0 1 +60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 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 51.4 / -51.4 45.5 / -45.5 1 +40.047112 B, C, D 60.0/-60.0 60,0/ -60.0 60.0/-60.0 6D.O/-60.0 60.0/-60.0 60.0/-60.0 58,6/'-58.6 51.4/-51.4 45.5/-45.5 A 60.0/-60.0 60.0/-60:0 60W-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/'-58.6 51.4/-51.4 45.5/-45.5511/2 8, C. D 60.0 .60.0 60,0/-%0c 60.0/-60.0 6D.0/-60.0 60.0/-60.0 60.0/-60.0 M6/-58.6 51.4/-51.4 45.5/-45.5 A 60.0/ -60.0 60:0 / -60 0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.01.60.0 58.6 / -58.6 51.4 / -51.4 45.5/.45.555112 B. 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 58.6 / -58.6 51.41-51A 45.5 / -45.5 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 51.4/-51.4 45.5 -45.5591/2 e, C, D 600/r60.0 60.0/ -60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/ -60.0 58.6 -58.6 51.4/-51.4 45.5 -45.5 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 51.4J-51.4 45.5 -45.5631/2 8, C, D 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 59.7/-59.7 56.5/-56.5 53.8J-53.8 51:4/-51.4 45.5/-45.5 A 60.0 -60.0 60.0/-60.0 60.0/•60.0 56.6/-56.6 51.8/-51.8 50.2/-50.2 49.7/-49.7 47.4/-47.4 45.5/-45.5 671/2 B,. C, D 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 58.9 / -58.9 55.3 / -55.3 52.3 / -52.3 49.7 / -49.7 47.4-./ -47.4 45.5 / -45.5' A 60,0J-60.0 60-0J-60.054.2 48.4/-48.4 45.9/-45.9 45.6J-45.6 43.6/-43.6 41.8/-41.812 B, C. D 60.0/-60.0 1 +60.0/-60.0 1 +585/-58.5 54.5/-54.5 51.1/-51.1_ 48.2/-48.2 45.8'/-45.8 43.6/-43.6 t41.8J-41.8 718" OVERALL 1/8" ANNEALED 5/8" AIRSPACE 1/6" ANNEALED 41 SIKAFLEX552 ORPURFECTGLAZE'"H` 112" GLASS SITE GLASS TYPEA NOTE'. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 718" OVERALL 3116". ANNEALED 112" AIRSPACE 3/16" ANNEALED o SIKAFLEX 552 ORPURFECTGLAZE "H" 1/2- GLASS BITE GLASS TYPE B 40.0 7/8" OVERALL 1/8" TEMPERED. 518' AIRSPACE 118" TEMPERED SIKAFLEX 552 OR24pURFECTGLAZE"H" r I 1/2" GLASS'81TE GLASS TYPE C 718" OVERALL 3/16" TEMPERED 1/2- AIRSPACE 3116" TEMPERED SIKAFLEX552 OR PURFECT GLAZE'H" 112" GLASS BITE GLASS TYPE D 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Wb'VW.CWS.GG 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 <z3 I- wo QH 0wzOZwI--.ZIw--.. o Q n 0M m mow ZI-3g.= 0 ol=-p_<wwD 0c c 0Vzal=-,c~na Z O z jU nP-z 200wZ 2 >. I_ 1 -.Z N w OOwwoowwowow w O aZ6: a r= a Ir PplOR .... .O J N.o o82D1 "•:o S 90 STATE OF SS7011A; X2 9/07/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239JABARA AVE. NORTH PORT, R 34288 PH:.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE AIDE 09112/07 DWG#: IREV.: CWS-223 ? E scALE: SHEET 1:1 20F6 INTERIOR SECTION VIEW A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 22, 30-31 INTERIOR SECTION VIEW B-8 NOTE: FIXED LITE AT HEAD AND SILL 15 SIMILAR. SECTION VIEW C-C ALTERNATE FIN' FRAME 1900 SW 44TH AVE. OCA LA, FLORIDA 34474 www.cws.cc 8200 PVC HORZ, SLIDER NON -IMPACT z 3 az': I-owo owoo Z W J O0zOzO > 0x.: O Of=-Oa1W O OUUyF'z Il tj d _ _ Q ZU ZO U. z Oo. pw w z a 0 0 00w0' r_ L>_ a = a ca J`+P SORE4V LTG '+. 5 53 STATEOF uf: Y_ 9/07/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380- 1574 AIDE 1 09/ 12/07 GWS-223 I E 1:2 1 3 OF 6 28 1 Fixed ISEE SI 29 1 Sash SEE Si 30 P-3261 Spacer 33 P-3218 Screen 3<1 P-3321 Screen 35 P-3581 Screen 36 P-3226 Screen 37 P-3029 Screen 38 P-3033 Screen 39 P-3113 Screw 40 3-6063 Fixed r 41 S-6005 Anti -lift 42 P-4638 #8 x 2 43 P-4959 Wstp.. r-23/16- - T 4 1 18" PVC SASH MTG. RAIL H-6027 Interlock Zinc 31/8" M&M Nylon ^ k- FinSeal, Gray Ultrafab - 7 keeper Fastenal Steel- 13N6'-}--y titer Fastenal Steel Wht.@lock Fastenal Steel Schnee Silicone Vi6" 39/16"0 16/i M&M Nylon Flex 552 Henkel / Sika Silicone Viol, x 7/8" x 2" Lg. FrankLowe Rubber I el r_ 1' PVC SASH TOP/BTM: RAILDP) H-6004 PVC FRAME FIN H-6026 118" I 1 518' I -+il tn6• PVC SASH SIDE RAIL H-6028 1 1/2'- 2 2111, t FIXED.MTG RAIL H-1836 CORNER CONSTRUCTION fC=OM WINDOW SYSTEMS 1900'SW 44TH AVE. OCALA, FLORIDA 34474 CORNER WELD ALL SIDES) 1:8 WW W.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT Q Z ¢ Z 34 0w0 -woowzOz0XZ.,_ zI-w zr-Luoxzx2¢tYwOp FIXED MEETING RAIL TOGETHER WITH OU O Cn Z 0- U) 0SCREWEDZ, OUTERFRAME 1:8 U rn3ZOZpcoz rnerKey l Allmetal Nylon j'tvq" 7/16^ it iit6"" J ROLLER TRACK S-1776 ti11/g- 2 t I-1116" HORZ`SCRN ADAPTOR S-6013 t118" 5/t6" 1 1 r-1116' VERT SCRN ADAPTOR S-6014 314" 3/16' T t116" REINF.SBRISSR S-149B'• 5!8"_;--{ REINF. SASH.MTG. RAIL S;1497 x 16 Fiberglass 55 Dia., Blk. Dapa pmmit S Fla SprangVC Team Plastic Rubber Mikron PVC 9/ 16" I --{II 31115, 778' T-Sw 39 Tl i 6" -1— SCREWSUPPORT PVC FIXED RAIL COVER PVC GLAZEBEAD P-3113 S- 6063 S-6064 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6'UNLESS 'OTHERWISE NOTED, 17. 31.32 aC) Wpx-Gz zw L'N U))0wcoUUj n 0 COw 00Lu0a.J:cc00: ofw3aPp14RE... O STATE OF 40 0NA 1 9/07/2017 UCAS A. TURNER, P.E. FL PE # 58201 rL11239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-360-1574 BOM AND EXTRUSIONS RAWN BY: DATE: AIDE 09112/07 WG. q:; IREV: CWS- 223 E cALE: SHEET it2 40F6 ANU; UN(N. MI TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) TIONTYP.) 20" MAX O.C. TYP) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 3" MAX. (TYP.) 3- MAX. (TYP.) 6" MAX. D.C. TYP.) T£ 2 WINDOW SYSTEMS (1_—_ 1900 SW44TH AVE. OCALA. FLORIDA 34474 WWWCWS.CC 8200 PVC HO.RZ. SLIDERINSTALLATION ANCHOR (TYP.) NON -IMPACT Q Z 7i aZoowo w 0zozD:? tt o Qcn3>o 3mzrW < wwOoOOOpa¢WOOOml-Za oia Z OODU) M - Y Q .gxoz cC 10 H H Z010O 00K>-Owacow Z OJcnr- a mo r Z w 3 W v) a r a a 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 X CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 9/07/2017 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. 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 METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT, FL 4286 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 1PH. 94t-380.574 SPECIFIED IN TABLE 1, SHEET 6. SHEET DESCRIPTION: 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 AP OPTIONAL. NOTES 7, A MINIMUM CENTER -TO -CENTER SPACING. SHALL. BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE: 6. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OFRECORDAND INSTALLED TO TRANSFER WIND 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. DWG a: REV.: 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CW S-223 E FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS). FMAIAAMA/WOMA 300(EXTERIOR DOORS) SCALE: SHEET 1: 20 5 OF 6 MIN. EMBEDMENT —i-- TYPICAL. HEAD ANCHORAGE SEETABLE:1 BSUBSTRATEYOTHERSMIN. EDGE DIST. 1/4' MAX. SHIM . SEE TABLE 1 SEE TABLE f SUBSTRATE BY OTHERS f SEE TABLE t JJJ I MIN. EDGED PAIN. EMBEDMENT SEE TABLES PERIMETER SEALANT SEE TABLE:1 BYINSTALLER INSTALLATION ANCHOR— — - INSIDE AND OUT SEE TABLE Y f FLANGE By INSTALLER FLANGE BYINSTALLERIp ' L 114' .MAX. SHIM INSTALLATION SEE TABLE 1 SEALANT BEHIND i I F114" MAX. SHIM FLANGE BY INSTALLER 0 I PERIMETER SEALANT MIN. EMBEDMEN' BYINSTALLER i SEE TABLET INS DE AND OUT i I SUBSTRATE BY OTHERSI SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER. g HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE1: APPROVED INSTALLATION FASTENERS FRAME TYPE ISUBSTRATETYPE JANCHORTYPE MIN, EMBEDMENT MIN. EDGE DIST. FLANGE 1/ 2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLEDCMU (117 PCF MIN.) 3/16"-ITW TAPCON 1"' FLANGE FLANGE GROUT - FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" - 2-112" FLANGE 2XMIN. SOUTHERN. PINE (G=0.55). 31,16" ITNt TAPCON OR'ELCO ULTRACON 1-318" 713" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1'-3/8"' 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 910=16 HILTI.KW IK-FLEXORITW TEKS SELF - DRILLING SCREW FULL THREAD. THRU 0. 060" 7/16" FLANGE. 178- ALUM. ( 6063-T5 MIN.) OR 1118" STEEL ( 33 KSI MIN.) 10 GRADE 5.SELF-TAPPING I DRILLING SCREW FULL THREAD. - THRU 0. 125" 7116" FIN 2XMIN, SOUTHERN PINE(G=0.55) 198 MOOD SCREW 1=112" 112" MIN, EDGE DIST. SUBSTRATE SEE TABLET By OTHERS 1.900 SW 44TH AVE. SEE TABLE. 1 OCALA, FLORIDA34474 1/4" MAX, SHIM—y 4NWW.CWS.CC rE 8200 PVC HORZ. SURER DMENTNON-IMPACT ETZ 3: aZ0 SEALANT Z p 4 W O n oE INSTALL IY ERmZ O Z F- Lt.o INSIDE AND OUT -C Q co j }ZZ O K 3 ¢] I INSTALLATIONANCHORZZ22dZWp0SEE TABLETOOI- OZQ=IL ,aSEALANT BEHINDoZNU) FIN BY INSTALLER Z O U' U V7 U — r c. 1 HORIZONTAL SECTION _ a f- Z LL 2 p O, Z 6 TYPICAL FIN ANCHORAGE X 2* O.- F H O— HEAD AND SILL SIMILAR FOR FIN INSTALLATION < T '>- _.3 Zp N w OOKcnOWcnwUjLU O. _U F_. a a: CL 8. I _ I ul 1 9/07/ 0 7 Q LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA.AVE, BY INSTALLER — NORTH PORT; FL 34288 INSU ANDOUT \ V HORIZONTAL SECTION, P H. 941-380-1574 L f t46 BOXFRAME. INSTALLATIONSHEET DESCRIPTION: HEAD AND SILL SIMILARFOR BOX INSTALLATIONINSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TOANDINCLUDINGABOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 09/12/07 MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG tt: IREV,: INSIDE AND OUT, FULL PERIMETER BY INSTALLER. CWS-223 E PRODUCT ANCHORAGEISINACCORDANCEWITHREQUIREMENTSASSHOWNFOR FLANGE WINDOWS. S `E' SHEET 12 16OF6