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Home My WebLink About212 S Aberdeen Cir - BR18-004663 - WINDOWSCITY OF Sjk 4FORD FIRE DEPARTMENT DEC3 2oi8 Building & Fire Prevention Division PERMIT APPLICATION i Application No: Documented Construction Value: $ 8,068 Job Address: 212 S ABERDEEN CIR SANFORD, FL 32773 Historic District: Yes Nov Parcel ID: 07-20-31-506-0000-1040 Residential Commercial Type of Work: New ddition Alteration Repair Demo Change of Use[]Move PDescrition of Work:'' EPLACE 8 WINDOWS NON/IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone:954-7924415x243 Fax:407-4728380 Email:fhaproducts.com Property Owner Information t it Name KEDROWSKI, FRANK C ; KEDROWSKI, MILA Phone: 4o.4- W-4- koo Street: 212 S ABERDEEN CIR Resident of property?: OWNER City, State Zip: SANFORD, FL 32773 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 E-mail: N/A Bonding Company: Address: N/A 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: 6' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe 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 AFFEDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agerrt Dste Owner/Agent is )<' Perso Produced ID Type Contractor/Agent is Produced ID BTATE 0' Permits Required: Building Electrical Mechanical Plumbing Gas[] RoofEl Construction Type: Occupancy Use: Flood Zone: . Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - #f of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: UTILITIES: 1 WASTE WATER: BUII.DING: 5F- xZ- 6 • t$ Revise& January 1, 2018 Permit Application a SCPA Parcel View: 07-20-31-506-0000-1040 Page 1 of 2 PP , cra 15114Pa16 sEuWOir- oouNry R:patuA Parcel Information Property Record Card Parcel: 07-20-31-506-0000-1040 Property Address: 212 S ABERDEEN CIR SANFORD, FL 32773 Parcel 07-20-31-506-0000-1040 Owner(s) KEDROWSKI, FRANK C EDROWSKI, MILA Property Address 212 S ABERDEEN CIR SANFORD, FL 32773 Mailing 212 S ABERDEEN CIR SANFORD, FL 32773 Subdivision Name BRYNHAVEN 1ST REPLAT Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2016) 36.05 1 Legal Description LOT 104 BRYNHAVEN 1ST REPLAT PB39PGS20&21 Taxes 65 Value Summary 2019 Working Values 2018 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 113,052 107,554 Depreciated EXFT Value Land Value (Market) 25,000 25,000 Land Value Ag Just/Market Value " 138,052 132,554 Portability Adj Save Our Homes Adj 26,323 23,123 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 111,729 109,431 Tax Amount without SOH: $1,613.45 2018 Tax Bill Amount $1,179.47 Tax Estimator Save Our Homes Savings: $433.98 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 111,729 55,000 56,729 Schools City Sanford 111,729 111,729 30,000 81,729 55,000 56,729 SJWM(Saint Johns Water Management) _ 111,729 55,000 56,729 County Bonds 111,729 55,000 56,729 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2015 08528 1122 120,000 Yes Improved SPECIAL WARRANTY DEED 6/1/2009 07256 1027 98,000 No Improved CERTIFICATE OF TITLE _- 2/1/2009 W 07135 0473 100,400 No Improved WARRANTY DEED 7/1/2000 03936 1156 89,900 Yes Improved QUIT CLAIM DEED i QUIT CLAIM DEED WARRANTY DEED _ 6/1/2000 03936 1155 100 No Improved 12/1/1994 02863 0687 1886 7,900 56,000 No Improved 5/1/1994 02779 Yes IImproved WARRANTY DEED - 3/1/1990 02162 1257 81,300 Yes Improved Find Comparabie Sales Land ------ ---- - Method Frontage Depth Units Units Price Land Value LOT 0.00' 0.00 I 11 25,000.00 1_ $25,000 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=07203150600001040 11 /20/2018 ftwi [a Heins k iptdvastlnatAsxaafaffis Lstehao tom. 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Cmest,aftOf: FHA SaKnsturent Cc.^.'sv'tr} r e r yIS. CroZvar:crf tawrr. rt 1,1 i tease rf vjJ n rs Association Name: trite{ ii iF i .. Fho1YES1 NO a a, tj Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole Countyy, FL Inst #2018135244 Book:9257 Page:371; (1 PAGES) RCD: 12/3/2018 12:16:29 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Nam,: BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC, 8034 RI NPORT DR. # 4^1 ORI. ANDO FL. 328 NOTICE OF COMMENCEMENT C,RTIFIED CDPY GRI N`ou LDY i ;;:., , 4 , A co t OPIDA C yFM1.t DEPUTY CLERK pate State of Florida County of Seminole Permit Number. Parcel ID Number: 07-20-31-506-0000-1040 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following infctmation is provided in this Notice of Commencement DESCRIPTION OF PROPERTY: (Legal description of the properly and street address If available) LOT 104 BRYNHAVEN 1ST REPLAT PB 39 PGS 20 & 21 212 S ABERDEEN CIR SANFORD FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT. WINDOWS OWNER INFORMATION: Name: KEDROWSKI FRANK C ' KEDROWSKI, MILA Address: 212 S ABERDEEN CIR SANFORD, FL 32773 Fee Simple Title Holder (if other than owner) Name: WA Address: N/A CONTRACTOR: Name; FLORIDA HOME IMPROVEMENT ASSOC. Add1Ess: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persona within the State of Florida Designated by Owner upon whom notice or otherdocuments may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NIA Address: N/A N/A ofInadditiontohimself, Owner.0estgnates 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 data is specified) WARA(LNG TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 pedury, 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. omers Pnnmd Nam FbAds Slsluta 713.13(1)(9):1The ow wrmust sign me nodes of eommnwment and no mw do may be pamtltnd to signIQ No orbar stead: State of /' V Countyof The foregoing Instrument was acknowledged before me this day of by : r=1K /`t'4ziG/i 1 / r _ Who is personally known to _VW_ Name o ~pemn maWng datanwd ORwho has produ"*W type of identification produced: X pelf PVe4 Notary Public State of Florida My Commission Expires Commission No. FF LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, bake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: LUIS COLLAZO AND MAWRYS RODRIGUEZ an agent of: FLORIDA HOME 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): The specific permit and application for work located at: 212 S ABERDEEN CIR SANFORD, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. B RN TT State License Number: Signature of License H STATE OF FLORIDA COUNTY OF `„,.e r(rrnklAQn The foregoing instrument was acknowledged before me this _,30day of `Y. , 200I, by WAYNE T. BURNETT who impersonally known to me or who has produced as identification and who did (did not) to an oath. Notary Seal) Rev. 08.12) ci// V9 fi, Ail Print or type name Notary Public - State of -7c z Commission No. My Commission Expires: 6 F Q O sTATE O* REQU1[I[SE1ID ENSPECTR Rip)d.£ - r Sl _ t1 I_ r 2 i ]E' DJfil?fQa IEn1Lll Ui• j - - 1 1 IlIlII M{ 1® >tll®Illl IID II'Il >rIl®IlIl. Footer / Setback Stemwall Foundations / Form Board. Survey Slab /* Mono Slab. Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing Walls - Sheathing ! Roof Roof Dry In' Frame Insulation Rough In Fiurewall Screw Pattern Drywall / Sheetrocic Lath Inspection Final Solar Final Roof Final Stucco / :Siding Insulation Final Final Utility; Building- j Final Door j Final Window. Final Screeri.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre: Demo j Final Demo Filial Single Eamily Residence Final. Building Other I i DIY -SEQUENCE.. Address: I I 1 1llIlIl ma 1(IlIl E;Cltll®IIIl1 D SII'lljD>tIl®DIl Electric. Underground Footer / S--Lb Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final i f.5'R>'W Min Y'_CjN[ey 7+FSrt 'N:.: y ••K- {Ay.aws.y n} so'rf } y,vj pctt n•FrgrT r;{,,, 1 CyR f Magi llnnspee>l on I[Descni2dolm Plumbing Underground Plumbing Sewer , Plumbing Tub, Set Plumbing Final i i Min Max lnnsecbu®nn IlDescriinfn®nn Mechanical Rough Mechanical. Final I P Min- 11 max I j rnsec> tn.®nn.IIDesern ifionn Gas Underground Gas Rough Gas Final REVISED., June 2014 RECORD COPY T City of Sanford Building and Fire Prevention Product Approval Sago ification Form Permit # # 18- 4 6 6 3 0 Project Location Address 212 S Aberdeen Cir, Sanford, FL 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 Sliding PLANS EMMINER Sectional Roll Up DATE Automatic Other 2. Windows Single Hung CWS 8100 SERIES FL4091.1/FL5823.1 Horizontal Slider CWS 8200 SERIES FL4092.2 Casement Double Hun Fixed Awning Pass Through LICENSE TO'PROCEED WITH THE 1NnPK ANIp Nic)T Projected AUTHORITY ASIE) EAMullions TO VIOLATE, CANCEL, ALTER OR SE CODES, NORSHALLIn J Wind Breaker THE BUILDING OFFICIAL FROM THEREAFTER Dual Action CONS RUCTi N 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 up 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) tune 2014 JEJ, - DIAGRAM SHEET MEASURE DATE CUSTOMERay ;C+ p. q -tEAD@y pStC g ........ F y p y qy ,..,..... &. qg. r 3 Hight MEASUREi..iiJt 6 4XI igVb"v88JR.AY VY'T 0"G Y BRAY FY88& 3Si aYG fbl........ 1/4/2018 Florida Building Code Online i s sn BCIS Home Log In ; User Registration Hot Topics s Submit Surcharge Slats & Facts'', Publications FBC Staff ( BCIS Site Map i Links Search Foricia ,, Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail r FL # FL4092-R8 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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 3S2) 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 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 Validation Checklist - Flardcopy Received FL4092 R8 COI EvalReport223E.pdf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931p/p2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 112 1/412018 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 Summnry of Prndurts FL # Model, Number or Name Description 4092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding WindowL.._.._._...... .... _.___. Limits of Use I Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-340E.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lucas A. Turner 58201 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.odf 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- 04. Created by Independent Third Party: Yes 0.-.—_...-.........._.... ... _.._................ .- 74092.2 = 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.Ddf I 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.Ddf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes 4092.3 HS-8200 I HS-8200 PVC Horizontal Slider, OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes i FL4092 R8 II CWS-486C.odf 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 EvaiReoort486C.Ddf 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 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 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: rm El OR E Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931°/g2b4g5faOOzM2M4GTnBAwwDnj[Gdio`/o3d 2/2 I TURNERENGINEERING & 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'" 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-21.0-3870-1 and -IA, from National Certified Testing Laboratories, Orlando, FL sighed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: A.AM.A/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 e Achieves design pressures as indicated in comparative analysis tables in CWS-223E Ls 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. tltlltlllrjf caR r•t Lucas v ° S2n, ' w 9/07/2017 Turner Lucas A. Turner, P.E. 2017-09-16 fl 01"1*ATr2 OF '/r' FL PE #58201 09:23+20:00 0 ' /'1j Z' If,,,S/ONA t` HORIZONTAL SLIDER -NQN-IMPACT 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: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING (SEE SHEET 2): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 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 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION HS-8200. 16' 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X =OPERABLE SASH, O = FIXED SASH 1HT 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 IMPACT RATING 72'. x 72" SEE COMPARATIVE ANALYSIS NONE CHART, SHEET 2 Lucas Turner 2017-09-16 07:28+20:00 Q99®mr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT z 3: ¢z'3 z W JO QWooOzui a zo?.>0W3:E u. aw3zH:2= OI-2awp000Z<QCUUUF-a P coCo Z OZ ' -Zno- Q --,200`r_ZOw-mo- O } U _.O Ui2 w LLv>ur OWr 11- a 2> a0 wtiO a o: w ua w`n a inu nhr OP5 G EE1SFC4 rw' No 58201 STATE OF ,tu` O,n 4 O R IOP. GN. X 9/07/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS AOE I 09I12/07 YGtt: REV.: CWS-223 E ALE; )SHEET 1:14.29 1 OF 6 Equal Split OXorXO Design Pressures (PSF) Unit Height Glass Unit Width (in.) in.) Type 351/2 391/2 431/2 471/2 511/2 551/2 591/2 631/2 671/2 72 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 40.01-40.0 35 1 /2 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 51.41-51.4 45.5/-45.5 40.0/-40.0 A 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -%0 60.0 / -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 40.0 / -40.0 39 1 /2 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 51.4/-51.4 45.5/-45.5 40.0/-40.0 A 600/-600 600/-600 600/-600 600/-600 600/-600 60.0/-60.0 58.6/-58.6 51.4/-51.4 45.5/-45.5 40.0/-40.0 431/2 B. C, D 460.0/-60.0 60.0/-60.0 60.0(-60.0 1 60.D/-60.0 60.0/-60.0 60.0/-60.0 1 58.6/-58.6 51.4/-51.4 1 45.5/-45.5 40.0/-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 51.4 / -51A 45.5 / -45.5 40.0 / -40.0 47 112 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 51.4/-51.4 45.5/-45.5 40.0/-40.0 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/-40.051112A 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 51.4/-51.4 45.5/-45.5 40.0/-40.0 551/2 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/-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 +59.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 591/2 A +60.0/-60.0 +60.0/-60.0 +60.0/ -60.0 1 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 1 +45.5/-45.5 +40.0/-40.0 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 +51.4/-51A +45.5/-45.5 +40.0/-40.0 63112 A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +55.8/-55.8 +54.8/-54.8 +53.8/-53.8 +51A/-51.4 +45.5/-45.5 +40.0/-40.0 S. C, D +60.01-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +59.7/-59.7 +56.5/-56.5 +53.8/-53.8 +51A/-51.4 +45.5/-45.5 +40.0/-40.0 67 V2 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 +40.0/-40.0 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 /-47A +45.5 / -45.5 -.40.0 / .40.0 72 A +60.0/-60.0 +60.0/-60.0 +58.5/-58.5 +54.2/-54.2 +48.4/-48.4 +45.9/-45.9 +45.6/-45.6 +43.6/-43.6 +41.8/-41.8 +4 0 B, C, D +60.0 / -60.0 +60.0 / -60.0 +58.5 / -58.5 +54.5 / -54.5 +51.1 / -51.1 +'Z 2 / -48.2 +45.8 / -45.8 +43.6 (-43.6 +41.8 / -41.8 +40.0 / -40.0 718" OVERALL 1/8" ANNEALED 5/8" AIRSPACE 118" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 112" GLASS BITE 0 GLASS TYPE A 71B' OVERALL 3/16" ANNEALED 112" AIRSPACE 3/16" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE-H' 112' GLASS BITE 25 qo GLASS TYPE B NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE f-- 718. OVERALL 118" TEMPERED AIRSPACE 1/8" TEMPERED SIKAFLEX 552 ORnn24PURFECTGLAZE "H" 112" GLASS BITE GLASS TYPE C 7/8" OVERALL 3/16' TEMPERED I 112' AIRSPACE j - 3/16" TEMPERED QSIKAFLEX 552 OR PURFECT GLAZE'H" 112' GLASS 91TE GLASS TYPE D WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WbvW.cws.cc 8200 PVC HORZ. SLIDER NON -IMPACT a z azaI- wo QW-oozwzOZ~ o arn>.0 3E I-w Z 3.gzOp1=-044'-u00OowzolPWCLZ O :D0- 0 W X 0zw 00w>ilow-w E Zrnw 0Jcnl- O wr=-a 0amp} a a w3: No 592D7 :9 O'.. STATE OF :W41, z 9/ 07/2017 LUCAS A. TURNER, P.E. FIL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 3428E PH. 941-380.1574 COMPARATIVE ANALYSIS AND GLAZING DETAILS AIDE 09/12107 FGI/: REv.: CWS- 223 E ALE: i SHEET 1:1 2 0F 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 3) 1A 15. A4 S 4 9 4 7 18 WWW:CWS.CC 8200 PVC a i HORZ. SLIDER NON -IMPACT c, 3 azpOw0 ¢uooffzoz ~z- 1 ozz r w z Q'f oxzxawp0 I 10 4019 18 43 @ 11 U0 U piaO6OZz28 SECTION VIEW B-B z Do UcnzOtiU G p w 2:r O? O w}.cn ~U ZC6OoNOTE: FIXED LITE AT HEAD xu)owww 2g AND SILL IS SIMILAR, Z 1n nw. 0 :n a1 x~w wULuLu sn m a X No 53201 '• : ' z9 STATE OF :1U: INTERIOR SS'••••• ••''G O WOO" 24 I 8 1— 25 1 9/07/2017 LUCAS A. TURNER, P.E. 3 FL PE # 58201 09 123 PORTJABAPAVE. NORTHHPORT, FL 34288 PH. 941-380-1574 76 SHEET DESCRIPTION: O cD_ SECTION VIEW C-C ALTERNATE FIN FRAME 39 oRAwN BY: UATE SECTION VIEW A -A ADE 09112/07 6- wrCWS- 223 REV.: E NOTE: ITEMS NOT SHOWN FOR CLARITY: SCALE; SHEET 22, 30-31 1:2 3 OF 6 PARTS LIST ITEM f- PART # IDESCRIPTION VENDOR i` UTEILUL t 1 H-6031 JM@in Fr., SH, w1Flg., PVC Mikron PVC 2 1 H-1836 IMeet. Rail, Fxd. Keymark Alum 3 1 H-6026 Main Fr., SH, w/Fin., PVC Mikron PVC 4 1 H-6027 ISash Meet. Rail, PVC Mikron PVC 5 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 6 1 H-6028 ISish Bottom Rail, PVC (S.S.R. `or HS) Mikron PVC 2 1 7 1 S-1498 IReinf. S.B.R./S.S.R/S.T.R. Keymark Alum 8 1 H-6004 ISash Top/Bot. Rail Mikron PVC 9 1 S-1776 IRoller track Keymark Alum 10 1 S-6064 jGIz. Bd., 7/8",Fxd., Horiz. Mikron PVC 11 S-6013 Scm, Adapt., w/ Nib, PVC Mikron PVC 12 1 S-6014 IScrn, Adapt., PVC Mikron PVC 13 1 P-4779 lRoller. Tandem M&M Nylon 14 P-3783 Lock. Impact. PVC Interlock Zinc 15 P-4069 Keeper, Impact, PVC Interlock Zinc 16 P-4479 Weep Co%er w1 Flap M&M Nylon 18 P.3429 Wstp.. 0,270 x .187 back FinSeal, Gray Ultrafab 19 P-3539 48 x 0.75" Ph PH Tek@keeper Fastenal Steel 20 P-3541 48 x 0.5 Ph PH Tek@roller Fastenal Steel 21 P-4051 W 98 x 1.250. Ph FH Ti WhL@lock Fastenal Steel 22 P-3342 Seam Sealer, SM-5504 Schnee Silicone 3 23 2-3752 Cap Plug, 1/2".Hoie M&M Nylon 24 P 4648 Purfect Glaze "H", Sika Flex 552 Henkel / Sika Silicone 39 1 P-311 40 S-611 4t S-60C x x .1 31/8" 1 no 23116' jf 4 61 i J 7116" FRAME FLANGE PVC SASH MTG. RAIL H- 6031 H-6027 1 3116" 5I/ 6" q L PVC SASH TOPIBTM RAIL H- 6004 CORNER CONSTRUCTION I C=eWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 g ' ArWW. CWS.CC u 5/ 8' L CORNER WELD 8200 PVC 1/ 76' (ALL SIDES) HORZ. SLIDER PVC SASH SIDE RAIL NON - IMPACT H- 6028 z ¢ 3: 0. o z0?}.O-m S - ut z 3g.= zzx2¢0fw00 FIXED MEETING RAIL -O OF- OO U d H N a SCREWEDTOGETHERWITHOZOUTERFRAME OZ ZO 0O- Z F. D M ipwOFOz 2, Ire' - 1-vts ori W ' wcc xoww JU)f- tl J//IIUJJ (I m z- p wi=-O aXMN a a. C3a FIXED MTG RAIL H- 1836 PVC FRAME FIN H- 6026 1 1/4" 7/ 16" - i 1I6' yyy 1/ 2-7 II 18' 5/ 16' I I— 3/ 4' 3/, 6' t— t116' J ROLLER TRACK S- 1776 HORZ SCRN ADAPTOR S- 6013 VERT SCRN ADAPTOR S- 6014 REINF. SBR/SSR S- 1496 REINF. SASH MTG. RAIL S- 1497 t 6t14D 1 116' PVC FIXED RAIL COVER S- 6063 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUNIINUM 6063-T6 UNLESS OTHERWISE NOTED. 17, 31-32 3/ 16" 718" I 39 1_ SCREW SUPPORT PVC GLAZEBEAD P-3113 S- 6064 7: No 58201 - 0' P1STATE OF SS1 ' EN 9/ 07/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: BOM AND EXTRUSIONS RAWN 6'/: DATE: ADE I_ 09112/07 WG#: !REV: CWS- 223 i E GALE' SHEET 1: 2 4OF6 ANCHORTYP.) 8" MAX. 6" MAX. 20" MA TYP) 3" MAX TE 2 3" MAX INSTALLATION ANCHOR (TYP.) 6' MA) TYI ANCHOR LAYOUT - (FIN) TE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REC 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 NOT ALLOWED. 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. 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. 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 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474. WWW.CWS,CC 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 azoaFooz JWootwzOzmt- Z O0 S=Q0 O00Lja.='rL U Ucn Z rvla D zpOUU oWoxo? o' d w O O w w o w w H a ui3a. : a r a a 0% 0 R EW0•-• STATE OF • z:7- 9/07/ 2017 j LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 94. 1-380-1574 ANCHOR SCHEDULE ANDI NOTES AIDE09/ 12/07 5 #: REV.: CWS-223 E ALE: SHEET 1:20 5 OF 6 SUBSTRATE BY OTHEF SEE TABLE 1 PERIMETER SEALANT BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLEF INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INS DE AND OUT SUBSTRATE BY OTHEI SEE TABLE 1 MIN. EMBEDMENT —i- TYPICAL HEAD ANCHORAGE SEE TABLE 1 r SUBSTRATE I BY OTHERS 114' MAX. SHIR1--i i-- I SEE TABLE 1 SEE TABLE 1 A VERTICAL SECTION. 6 TYPICAL SILL ANCHORAGE XMIN. ED IE DIST SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPhAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE ISUBSTRATE TYPE I ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE 112" 1-1/8" LANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116' ITN-TAPCON 1" FLANGE FLANGE GROUT -FILLED. CMU (ASTM C-90) 3116" ELCO ULTRACON 1-114" 2-112" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) APCONORCTLTRACORELCOULTRACON 1-318" 718" FLANGE 2X MIN, SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-318" 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" 7116" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 118" STEEL (33 KSI MIN,) 10 GRADE S SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 12XMIN, SOUTHERN PINE (G=0.55) 98 WOOD SCREW 1-112" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE ANDOUT WINDOW SYSTEMS MIN. EDGE DIST. SUBSTRATE It's/I SEE TABLE 1 BY OTHERS 1900.SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 1/4" MAX. SHIM -yI 1 1NWW.CWS.CC. I 8200 PVC MIN, .EMBiDMENT HORZ. SLIDER SEE TABLE 1 NON -IMPACT Q Z 3: Q 0OPERIMETERSEALANTZWJpQuz p BYINSTALLER w z O Z _ Z F INSIDE AND OUT G 0 }} Z}Z O K m INSTALLATION ANCHOR Z Z S 2 a K L, p 0SEETABLETOOHOQ=rw SEALANT BEHIND C) Z- U) Z Z IL FFINBYINSTALLERZpZUV7Zo UC HORIZONTAL SECTION } 4 - , m O O= p Z6TYPICALFINANCHORAGED' ' ' U I- ZHEADANDSILLSIMILARFORFININSTALLATIONHY '? p tn. w 0 X Owu)wzW0 -1 U) Q. w~x u'wNrra P10 58201:mA I O•. STATE OF :4u D HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 114" 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. z :_' 9/07/2017 LUCA— 5 A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 INSTALLATION DETAILS ADE 09/12I07 VG tt: iREv,: CWS-223 E aLE: SHEET 2 6 OF 6 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 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 Ci Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5823 R8 COL Eva] Report I55D.odf Standard AAMA/ W DMA/CSA/ 101 /I. S.2/A440-05 ASTM E1886-02 ASTM E1886-05 ASTM E1996-02 ASTM E1996-05 PA/TAS 201/202/203 Year 2005 2002 2005 2002 2005 1994 littp://www.floridabuilding.org/pr/pi_app_dtl.aspx?parani=wGEVXQwtDgvMdF6zR4iH. 12/14/2017 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/26/2017 09/29/2017 10/02/2017 12/12/2017 FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R8 fI CWS-155D.Odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile, see installation dwgs. for Max. Size FL5823 R8 AE EvalReDOrt155D.odf and OP. Outer lite in I.G. must be safety glazed when used Created by Independent Third Party: Yes above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 5823.2 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R8 II CWS-440C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. FL5823 R8 AE EvalRenort440C.odf must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 5823.3 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 72". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R8 tI CWS-491C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8" FL5823 R8 AE EvalReDor1:491C.bdf x 72". Outer lite in I.G. must be safety glazed when used Created by Independent Third Party: Yes above 30 R. in HVHZ. Glass complies to ASTM E1300-04. 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R8 II CWS-295E.PDF 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: Large Missile, 52" x 96" w/ 5 HI sash, +/- 70 psf. FL5823 R8 AE EvalRenort295E odf FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party: Yes used above 30 ft. in HVHZ. Glass complies to ASTM E1300- 04. eack Next Contact Us :: 2601 Blair Stone Road Tallahassee Ft 32399 Phone, 850-487-1824 The State of Florida. is an A.A/EEO employer, fgDyriaht 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmentwithan 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 youdo not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please click here . Product Approval Accepts: http:// www.floridabuiIding.org/pr/pr_app_dtl.aspx?paraiii=wGEVXQwtDgvMdF6zR4iH... 12/14/2017 Florida Building Code Online Page 3 of 3 Credit.. Safe http:llwww.floridabuilding.oralpr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6 R4iH... 12/14/2017 RNERUiJ ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 1551) August 28, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at up to +/-67.5 PS.F, 36" x 62" unit size at up to +67.5/-75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5/16 Laminated (1/8Ann-.090PVB-l/8Ann) inboard lite 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 61h 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-155D, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-21.0-3668-1,-1A, -2, -2A, 3669-1, -I 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 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 4) Supplemental Calcs. to support CWS-155D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-155D. Limitations ofUse: This product: May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heights as shown in CWS-155D 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 (1 /8Ann-.090PVB-I/8Ann) inboard lite Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-11117.021 Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 60' 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. Lucas Turner 2017-08-30 15:59+20:00 I1112 lrl rr/ Nt)R Etq• r•,, 58201 0. STATE OF JONA _1t0- Istflot z.:;,--r 8/28/2017 Lucas A. Turner, P.E. FL PE #58201 TURNERENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 440C September 7, 2017 Product Description: Series 8100 PVC Single .Hung Window, Large Missile Impact, Continuous Head and Sill, twin configuration with integral mullion, 72 7/8" x 61 3/4" unit size 35 3/4" max. single unit width), 74 1/8" x 63" flange size, 1/8 (Ann. or Tempered) — Air— 1/8- 090PVB-1/8 glass 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`h 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 1.239 Jabara Ave., North Port, FL 2) Approval drawing CWS-440C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3574-1, -1A, -2, -2A, -3, -3A, -4, -4A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, including large missile impact at midspan of integral mullion. AAMA/WDMA/CSA 101/I.S.2/A440-05. ASTM E1886/1996-02/05 including large missile Wind Zone 4 Missile Level D impact at midspan of integral mullion 4) Supplemental Calculations to support CWS-440C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-440C. Limitations of Use: This product: May be used in twin unit configuration O/X — integral mullion — O/X with continuous head and sill in sizes up to 72 7/8" x 61 3/4" unit size (35 3/4" max. single unit width), or 74 1/8" x 63" flange size, with max. glass daylight heights of 26 13/16" on the fixed panel and 26 7/8" on the sash Achieves a max. design pressure of+67.5/-70 psf Is impact resistant and does not require the use of shutters May be used in the .High Velocity Hurricane Zone Requires 1/8 outboard (Annealed or Tempered, must be Tempered above 30ft when used in HVHZ.) — Air— 1/8Ann-.090PVB-I/8Ann glass minimum 1i111171I11r1REI.tr 110' Page 1 of2 Lucas r J, No 58201 • 9/07/2017 Turner Lucas A. Turner, P.E. 2017-09-16 3 STATE OF FL PE #58201 09:25+20:00 r •' `' G R V r NA f 4`, Limitations of Use, cont'd: Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA 16-1117.027' Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 17-0206.I 01 t I have evaluated the Interlayer and framing materials in the Dupont and Quanex NOAs listed above and find that they comply with the requirements of the 61h 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. Page 2 of 2 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 U TEE ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 491C September 7, 2017 Product Description: Series 8100 PVC Single Hung Window, Large Missile Impact, Continuous Head and Sill, twin configuration with integral mullion, 74 1/8" x 72" unit size 36 3/8" max. single unit width), 75 3/8" x 73 1/4" flange size, with 1/8 (Ann or Temp) — Air — 1/8-.090PVB-1/8 glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44a' 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 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-491 C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3621-1, -IA, -2, -2A, National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, including impact at midspan of integral mullion. AAMA/WDMA/CSA 101/I.S.2/A440-05. ASTM E1886/1.996- 05, including impact at midspan of integral mullion 4) Supplemental Calculations to support CWS-491C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-491 C. Limitations of Use: This product: May be used in twin unit configuration O/X — integral mullion — O/X with continuous head and sill in sizes up to 74 1/8" x 72" unit size (36 3/8" max. single unit width), 75 3/8" x 73 1/4" flange size, with max. glass daylight heights of 31 15/16" on the fixed panel and 32" on the sash Achieves a max. design pressure of+67.5/-67.5 psf Is impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone Requires 1/8 outboard (Annealed or Tempered, Tempered required above 30 fft in HVHZ) Air — 1/8Ann-. 090PVB- I /8Ann glass minimum I!1%I I111f tt? fit,, 10RE 1Vsr•.'41.. Lucas 1. 20No581 ' z Page 1 of2Turner 9/07I2017 2017-09-16 p'. STATE OF Lucas A. Turner, P.E. 09.27+20.00 0 R 1e?'`• FL PE 458201 Limitations of Use, cont'd: Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA 16-1117.02t Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 17-0206.1 Ot I have evaluated the interlayer and framing materials in these Kuraray (Dupont) and Quanex (Mikron) NOAs and find that they comply with the requirements of the 6`" 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. Page 2 of 2 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 11 1 T URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 295E September 7, 20175 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 52" x 96" unit size Oriel configuration at +/-70 PSF 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 6t" 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-295E, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-21.0-3946-05 and -5A, by National Certified Testing Laboratories, Orlando, FL, TAS testing signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203-94, ASTM E 1886-05, ASTM E 1996-05/09, and AAMA/WDM.A/CSA 10 t/I.S.2/A440-08 4) Supplemental. Calculations to support CWS-295E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-295E. Limitations of Use: This product: May be used. in O/X Oriel configurationin sizes up to 52" x 96" unit size at +/-70 PSF, with max. glass DLO heights as shown in CWS-295E 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, in the Fixed Lite: 3/16 Ann. or Temp. outboard Tempered required above 30 ft in HVHZ) — Air — 7/16 Laminated (3/l6Ann-.090SGP- 3/ 16Ann). In the Sash: 1/8 Ann. or Temp. outboard lite (Tempered required above 30 ft in HVHZ) — Air— 5/16 Laminated (I/8Ann-.090PVB-4/8Ann) o Requires in Sash Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t Requires in Fixed Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.1 It Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1 Ot t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6°i 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. ititsti: tt r r N0REwits, ier. Lucas ti. C. fy5 v No sz . 9/07/2017 Turner Lucas A. Turner, P.E. 2017- 09-16'33": Iz` STATE r = w :, FL PE #58201 09: 23+20:000,c.F 0 '`,, 01m OPTIONS) 54 318' OVERALL FLANGE WIDTH 37 114" 53 1/8" MAX. UNIT WIDTH OVERALL FLANGE WIDTH 48 15/16" GLASS OLO MAX UNITIT WID7H 3113/16" 77 1/4" GLASS DLO MAX OVERALL I I A FLANGEHEIGHT O GLASS6 63114" I - OVERALL 76" I DLO FLANGE I MAX. I HEIGHT OUNITHEGHTIUNITMAX HHE ( I ( I ^ t l l I 6 DLOSs 3M0AX 1111 XSASH C -m---i III.I 1 I I.II 4 C TABLE OF CONTENTS AUDE — GLASS DLO 49 11/16" MAX. SASH WIDTH GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAILS...............................2 SECTION VIEWS & ALT. FRAME........3 EXTRUSIONS & B4O.M.........................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAILS.....................6 i 2L — GLASS DLO 31 5116" MAX SASH WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED aw®ffig. WINDOW SYSTEMS L lL TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND OCALA, FLORIDA 34474ISRATEDFORWINDZONE4MISSILELEVELDIMPACTUSEASDEFINEDWWW,CWS.CCINASTME1996PERTHEFBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: "O/X'. SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-130D-04e01109. POSITIVE DESIGN LOADSBASEDON, TESTED PRESSURE, WATER Z Q Z o INFILTRATIONTESTPRESSUREANDGLASSTABLESASTM E-1300-04801/09. Z p w p m w o 0 wI0ww ZO? K-K~ 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED o F w I- 3 3 = IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR WAS USED FOR WOOD Z OU Z2 2 U O.0 w DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 H' zANCHORCALCULATIONS. p z 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LEFT UNLATCHED DURING NORMAL Z tO Z U N z U F= w• gm Ow ZOO _ 2Z LOCKS ARE INTENDED TO BE OPERATION BUT MUST BEENGAGED PRIOR TO EXPOSURE TO U) O BWINDSANDFLYINGDEBRIS. N w ` DOSSHURRICANECC Z w o w n w 7, ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT p w O a 3: > USED AT FIXED MEETING RAIL AND JAMB. a a 8. SERIES! MODEL DESIGNATION SH-8100. REvv 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: FIXED G N3FTQy, X = OPERABLE SASH, O = SASH GP,PNOE GLASS 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR No 58201'11 OLb LOCATION, 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. 9 . STATE OFto 0` cC 12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62". LucasTurne r 2017- 09-22 11: 38-04:00 MAX. UNIT SIZE DESIGN PRESSURE. IMPACT RATING RATING 4HVHZ53-1 /8" x 76" 65 PSF LARGE MISSILE IMPACT 67.5 PSF 65 / 5 PSF 36" x 62" zz 9/ 22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL34288 PH.. 941-380-1574 IEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS LAWN BY: DATE: ADE 06/10/08 VG P. REV,: CWS- 155 D ALE: SHEET 1: 1 1 OF 6 7/8" OVERALL INSULATED GLASS 118" ANNEALED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/6" ANNEALED 090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A FIXED LITE 718" OVERALL INSULATED GLASS 118" TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8 ANNEALED 090" PVB INTERLAYER BY DUPONT 118" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 112" GLASS BITE GLASS TYPE B FIXED LITE 718" OVERALL INSULATED GLASS 1/8" ANNEALED 7116" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED 090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2' GLASS BITE GLASS TYPE A SASH LITE 7/8" OVERALL INSULATED GLASS 118" TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 118" ANNEALED 090" PVB INTERLAYER BY DUPONT 118" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 112" GLASS SITE Io®bw WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WNM/.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q 3 QZ 1- owouj o 4W6pW IllO zoz OKZm Z Z= 2 Q cgW O O OOI-O Q=I-(jf U0wI-ZO-HUd oz z~ OZUtriZ= U- roWco O p2 w O0KaiowOW F a 0- o Np nrrr4rr, SNOREWy J.••• No 58201 •'.:. 39 STATE OF ;W` OAt zz LUCAS A. TURNER, P.E. FL PE # 5B201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380.1574 GLAZING DETAILS AIDE 06/10/08 DWG#: REV.: E B SETTINGBLOCKS PER FBC 2411.3.3.1 0WS-155 D SCALE: SHEET 1: 1 20F6 INTERIOR OxWom•I(fWINDOWSYSTEMS4=/J 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC a1 41 0 8100 PVC SINGLE HUNG IMPACT 48 D L a 3 azo1221F- OWO `nW p 20 12 20 26 0 Z .. Z O m3_ Il SECTION VIEW B-B zO z= 2 a w p oOF- O Lj 'Ic NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, 0 Z j ? ? I- D 0URIGHTSIDESHOWSSASHSECTIONVIEW. O Z O z 0 UH—.u 200 u.Zj30Owp=0- 12 W0. 0 w V W O W 38 I. tl7W OJ(nh9a 31 29 z~0 W W10 5 7 INTERIOR Ls9G 48 No 58201 Ot STATE OF fIL: Or••GZw. 12 14 9 a a I Z2 25 aq 15 O 912212017 LUCAS A. TURNER, P.E. ao 6 FL PE # 58201 o O o 1239 JABARA AVE, 22 NORTH PORT, FL 34288 PH. 941-380-1574 41 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A -A SWEEP LOCK REQUIRED SECTION VIEWS NO SWEEP LOCKS ALLOWED ALTERNATE FIN FRAME FOR SIZES OVER 36" x 62". DRAWN BY: DATE: FOR UNITS 36" x 62" AND UNDER. ADE 06l10l08 DWG a: REV.: CWS-155 D ITEMS NOT SHOWN FOR CLARITY: SCALE: SHEET22, 27-28, 33-37, 43-45 1:2 30F6 PARTS UST FRAME CORNER 3118„ -{ CONSTRUCTION I1 1 23116" I I-- 2 I I 3 I 6 11116" 1 518" 1116" [ Ins" I jJ 1/16' CORNER WELD iALLSIDESI i:8 PVC FRAME FLANGE-6031 PVC SASH BTM. RAIL-6028 PVC SASH TOP RAIL•6027 3 118" a 1 v2 t 311s"-j`-'j 1-i} - ' 4 FIXED MEETING RAIL21W10SCREWEDTOGETHERWITH OUTERFRAME 1116" 9/16" 1 518" 21181• tlt6" 1t8 1/16" 2 PVC SASH SIDE RAIL-6004 FIXED RAIL- 1836 PVC FRAME FIN-6048 112" life" 42 5 5116 7/a" s t sn6" 5 v1s" 1176" 045^ tlt6° PVC SASH STOP-$025 PVC SCREEN CATCH -6013 PVC FIXED RAIL COVER -6063 PVC SCREEN SUPPORT -6014 51b„ 3/4^ 314" 114" 3116" 9 t2 11 is/t. 1/16" L 7 7I8" V16' t1 REINF. S.B.R./S.S.R. - 1498 REINF. BTM RAIL-1699 REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 tr2' 311s^ F' 3 '1 gyp 41 SCREW SUPPORT-3113 WINDOW SYSTEMS E. OCA A, FLORIDAAV3OCALA, LORI34474 WWW. CwS.CC ITEM PART DESCRIPTION MATERIAL VENDOR 1 H-6031 Frame Head, Fig, Single Hung PVC MIKRON 2 K6031 Frame Sill, FIg, Single Hung PVC MIKRON 3 K6031 Frame Jamb, Fig, Single Hun 9 PVC MIKRON 4 H-1836 Alum. Fixed Meet Rail ALUMINUM KEYMARK 5 S-6063 Fixed Rail Cover PVC MIKRON 8100 PVC SINGLE HUNG IMPACT 6 K6027 Sash Top Rail PVC MIKRON 7 H-1497 Reinforcement for STIR ALUMINUM KEYMARK 8 H6028 Sash Bottom Rail PVC MIKRON 9 H-1699 Reinforcement for SBR ALLNINUvt KEYMARK 10 FI.6004. Sash Side Rail PVC MIKRON 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK a Z o z O Op Zqrt w o: ao Dom. Z q z 3 ouw0Qwo0 WJDZ O0 z Y w ziZI- 3 = O- O g w 0 0 z v1= Z Z D i Z - F cn pUVSZU - I= Z O u- Z u- Lu O x O _ QOF = h Z Co CI o crto o w u) z rnwO -' w ,E2 a woairFa C D- 12 S- 6064 Glazing Bead PVC MIKRON 13 P- 3116 Keeper, Sweep Lock ZINC SULLIVAN 14 P- 3541 8 x 1/2", Pan Head, Tek STEEL FASTENAL 15 P 4632 Swee Lock ZINC SULLIVAN 16 P- 4633 Barrel Fastener STEEL FASTENAL 17 Block & Tackle Balance STEEL CALDWELL 16 Purfect gaze "H' or Sikaflex 552 SILICONE HENKEUSIKA 19 Sash SEE SHEET GLASS CARDINAL 20 Fixed SEE SHEET GLASS CARDINAL 21 P- 3429 Ws ., 0.270 x 0.187 back FinSeal NYLON ULTRAFAB 22 P 4638 8 x 2-112PH Mod. Truss, Type A, TEK 2 STEEL FASTENAL 23 10 x 1 1/2" Panhead SMS STEEL FASTENAL 24 Flat Washer STEEL FASTENAL J` µ0RE4Y h, r'GENg•tGQ'4 O • wf• No 58201 :-A 9:. STATE OF 0* , <u F •• 0 R 1 C tsS/ONA k-1 Z 9122J2017 25 S- 6014 Screen Catch PVC MIKRON 26 S- 6013 Screen Support PVC MIKRON 27 P- 4051 8 x 1 1/4" Ph Fh TEK, Wht. ZINC FASTENAL 26 P- 3748 6 x 0.625" Quad Fh TEK, Wht. ZINC FASTENAL 29 P- 4069 Impact, Lock STEEL INTERLOCK 30 P- 4069 Impact, Keeper STEEL INTERLOCK 31 P- 4264 8 x 3f4 FH PH vd#6 Head, TEK, Whl STEEL FASTENAL 32 P- 3218 Screen. Frame ALUMINUM ALLMETAL 33 P- 3321 IScreen Corner Key PLASTIC M&M 34 P- 3228 IScreen Spline RUBBER DAPA 35 P- 3581 IScreen Cloth VINYL WIER 36 P- 3033 IScreen Spring STEEL HURLEY 37 P- 3029 Screen Pull Tab STEEL HURLEY 38 P- 3352 Set Elk. 85 Dur. 118" x 5/8" x 2" RUBBER FRANK LOWE 39 P- 3768 8 x5/8 Phil Pan Zinc ZINC FASTENAL LUCAS A. TURNER, P.E. RNER FLPE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH, 941- 380-1574 40 P- 4479 Wee cagier PLASTIC M&M 41 P- 3113 Screw Support RUBBER 42 P- 6025 Sash Stop PVC MIKRON 43 P- 3059 Sash Cam PLASTIC M&M 44 1 P-3295 ITake Out Clip STEEL SUMMIT SHEET DESCRIPTION: BOM AND EXTRUSIONS 45 P-3342 Seam Sealer SILICONE I SCHNEE 46 P- 3752 FZ Plu PLASTIC M&M 47 H- 6048 Frame Head, FIN, Sin le Hun PVC MIKRON DRAWN ADE DATE: 06110/ 08 48 P-4959 Ws ., 0.420 x0.187 back NYLON ULTRAFAB NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. tt, DWG CWS-155 REV,: D SCALE: 1: 2 SHEET 4OF6 15" MAX. 6" MAX 6" MAX. 14" MA) TYI 4" 4" ANCHOR LAYOUT - (FLANGE) SIZES OVER 36" x 62" MAX, (TYI MAX. (TYI AAX. O.C. TYP,) MTG RAIL ANCHOR LAYOUT- (FIN) SIZES OVER 36" x 62" 4" MAX. (TYP.) ANCHOR AT MIDSPAN (TYP.) 4" MAX. (TYP.) 6" MAX (TYP.) 6" MAX (iYP.), 10 13116" J ( 1 MAX. O.C. 8" MAX. O.C. QYP.) TYP.) L.. T- ` MTG MIL 4" (TYP.)J , Eox: I IcANCHOR LAYOUT- (FLANGE) SIZES 36" x 62" AND UNDER 8" MAX. O.G. (TYP.) W X ANCHOR LAYOUT - (FIN) SIZES 36" x62" AND UNDER NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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 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 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. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE 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 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) a"gom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q z z i QQZ F- OWC• Wp6 o ui z; FtNz O-zm tLL I--WZF-3r2E zzxi4WWp0O Ora vaPwa Q UZUNZ=UU Nur=m0Z ctfQ tnU-ZUj W ,. ry o W O W w _~ w W-ai 0DOfdz LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 ANCHOR SCHEDULE NOTES ADE 06/10108 VG REV.: CWS- 155 D ALESHEET 1:25 5 OF 6 MIN, EMBEDMENT I I lldwomwTYPICALHEADANCHORAGESEETABLE1SUBSTRATE YtYl.f' LY BY OTHERS WINDOW SYSTEMS I---- MIN. EDGE DIST. IM" MAX SHIM — fSEISTAKE, MIN. EDGE DIST, I FSUBSTRATE 1900 SW 44TH AVE. SEE TABLE SEETABLET BY OTHERS SEE TABLE 1 OCALA, FLORIDA 34474 SUBSTRATE BY OTHERS 1/4" MAX. SHIM WWW.CWS.CC SEE TABLE 1 MIN, EDGE DIST. MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC IBY NSTALLERNSIDEANDOUT - SEETTTABLE ON ANCHOR SINGLE HUNGINSAMIN, EMBEDMENT SEALANT BEHIND SEETABLE 1 IMPACT FLANGE BY INSTALLER L 114" MAX. SHIM 0PERIMETER SEALANT Z W uj O a w O w PERIMETER SEALANT BYINSTALLER. W Z p Z tY BYINSTALLER INSIDE AND OUT a F W Z O 3 FnINSIDEANDOUT7-1— INSTALLATION ANCHOR Z Z= 2 Q w w p p SEALANT BEHIND SEE TABLET O O`OLjQ= -KUUtoI - INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O Z _ ZZIL F to tLOtoSEETABLE1FINBYINSTALLERZOOO( W - U- d 1 HORIZONTAL SECTION 6 TYPICALFlN ANCHORAGE Oyy F O O O Z6TYPICALJAMBANCHORAGEHEADANDSILLSIMILARFORFININSTALLATIONFpF}0 ZOw_ wtn0 W U)wxZtnWa0JTI- 4K =~ K O. 3 w w r 1/4" MAX. SHIM CL I- tL K IL SEALANT BEHIND I 6 4 11 FLANGE BY INSTALLER " PERIMETER SEALANT MIN. EMBEDMEN BYNSTALLER SEE TABLE 1 INSIDE AND OUT 1 SUBSTRATE BY OTHERS ' SEE TABLE 1 MIN. EDGE DIST. E TABLE 1 AVERTICAL SECTIONPICALSILLANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLAN 118E NGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" fTW TAPCON T' 2" FLANGE CO = 1" 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) TAPGON3116E CO ULTRACORELCOULTRACON 13/8" 718" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 13/8" 7/8" FLANGE 16GAUGE (0.060") MIN. STEEL STUD. 33 KSI YIELD MIN) 10-16 HIL71 KWIK-FLEXOR RW TEKS SELF -DRILLING SCREW FULLTHREAD THRU 0.D60" 7/16 FLANGE 118E ALUM. (6063-TS MIN.) OR 118E STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING 1 DRILLING SCREW FULL THREAD THRU 0.125" 7116 FIN 2XMIN. SOUTHERN PINE (G=0.55) 8 WOOD SCREW 1-1/2" 7116" pZ, JVP No 58201 0 STATE OF :` 14S/ONA SN. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. INSTALLER NORTH PORT, FL 34288 NSIDE AND OUT PH. 941380-1574 D HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SHEET DESCRIPTION; HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:' AIDE 06/10/08 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG*, REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-155 DPRODUCTANCHORAGEISINACCORDANCEWITHREQUIREMENTSAS SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 1/4/2018 Florida Building Code Online BCIS Home ; Log [n User Registration Hot Topics ' Submit Surcharge j Stats &Facts Publications FBC Staff l Bcls Site Map Links Search lurid, 6- Product Approval oot,USER: Public User Product Aporoval Menu > Product or Application Search > Application List > Application Detail p FL # FL4091-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 352)368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@cws.cc Windows Single Hung 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 1,: Validation Checklist -Hardcopy Received FL4091 R8 COI EvalReport154F.odf Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 AAMA/ W DMA/CSA/ 101/I. S. 2/A440-08 2008 PA TAS 202 1994 htto://www.floridabuildina.OrQ/Dr/or aoD dtl.aspx?Daram=wGEVXOwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 1/3 1 /412018 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 FL # Model, Number or Name Description 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung Lfmf s of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-154F.pdf 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 Other: SH-8100, Max. size 53.125" x 76". Glass complies Evaluation. Reports FL4091 R8 AE EvalReport154F.odf with ASTM E1300-04, Created by Independent Third Party: Yes 4091.2 SH-8100 SH 8100 Vinyl Single Hung, Non -Impact. -- Limits of Use I Installation InstructionsApprovedforuseinHVHZ: Yes FL4091 R8 II CWS-485C.odf Approved for use outside HVHZ: Yes Impact Resistant: No i Verified By: Lucas A. Turner 58201 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 EvalReport485C.pdf see installation dwgs. for DP. Glass complies with ASTM E1300 04. Created by Independent Third Party: Yes j 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 to HVHZ: No FL4091 R8 II CWS-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 EvalReport442C.pdf 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 Approved for use in HVHZ: No Installation Instructions FL4091 R8 II CWS-492C.Pdr 1 Approved for use outside HVHZ: Yes i 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 EvalRebort492C.pdf chart on installation dwgs. for DP. Glass complies with ASTM Created by Independent Third Party: Yes E1300-04. 4091.5 ! SH-8100 Oriel 1 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use I Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-293D.pdf 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 l FL4091 R8 AE EvaiReport293D.pdf With ASTM E1300-04. i Created bylndependent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, `Pursuant to Section htin //www.flnridahuildino.oro/or/or aoo dtl.asox?oaram=wGEVXQwtDquz931%2b4g5faFIJ3x%2fpCz8Ew7OMgLld528M%3d 2/3 1 /4/2018 Florida Building Code Online 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mustprovide 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 area licensee under Chapter 455, F.S., pleaseclickhere . Product Approval Accepts: M 0 © e re..'4 M Credit Card Safe htto:// www.floridabuildinO.orcl/Dr/Dr aDD dti.asox?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3 T 7 T-D U 1 `9 ER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-I5?4 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"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC 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-154F, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and AA, 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-154F, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-1.54F. 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 Iurricane 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 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. Lucas N° 8-01 8/28/20175 Turner Lucas A. Turner, P.E. 2017-08-30 15:58+20:00 sY1. o ~ FL PE #58201. p +7i ih OFt SINGLE HUNG -NDN-IMPACT SHOWN w/DIFFERENT OPTIONS} 54 318" MAX OVERALL 54 318" —^a FLANGE WIDTH MAX OVERALL 531/8" — FLANGE WIDTH MAX. UNIT WIDTH 4815I16- — 53-- L~ MAX UNIT WIDTHFIGLASSDLO A I T GLASSDLO 1 33 5116" 691/2' O I i GLASS MAX DLO OVERALL 33 5/16" B B FLANGE O GLASS MAX. HEIGHT DLO UNIT -r— 1 68 1/4" HIEIGHT I. MAX I 3611/16" rI UNIT T- 6 HEIGHT S S X I GLASS MAX16 }( 2G 7I8" HFIGHT n I 11 DLO SASH ^ /\ LASS n` A ,.-1 s C -- 46 5/16, GLASS DLO 45 5/16" GLASS DLO EQUAL SPLIT 5 HI SASH ORIEL 54 318" MAX OVERALL FLANGE WIDTH 53 118" MAX. UNIT WIDTH 4815/16" — GLASS OLD TT_ 63 5/16" MAX OVERALLFLANGE HEIGHT 62 1/16" MAX UNIT T— HE IGHT 224" MAX SASH 1-- 46 5/ 16" --a GLASS OLD 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 DP CHARTS & GLAZING DETAIL........2 SECTION VIEWS & ALT. FRAME EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAILS.....................6 33 5/16' GLASS 20 11116' GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION, 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS:. (SEE SHEET 2) WWW.0WS.CC 3. CONFIGURATIONS: "O/X". 8100 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNGNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. NON -IMPACTPOSITIVE. DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 1 ASTM E-1300-04e01/09. Z a z a 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED z Ul - o C 0KHZINTHEDESIGNOFTHISPRODUCT. SEE SHEET 6 FOR ANCHOR Wg Z O Z ~- w z O 3DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD F E _ ANCHOR CALCULATIONS, O 2p Q Q Lu 0 0OF=- Zaxl-w6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE O U Z 1- rn SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. p Z U rri Z U - I--u.W00i''Z 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT O W r= 2: 0 - USED AT FIXED MEETING RAIL AND JAMB. F Ix >- } O w LLtnWu)pJrnuj 8. SERIES / MODEL DESIGNATION SH-8100. dFE r- aO - rn 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: d LLI a 3 a X = OPERABLE SASH, 0 =.FIXED SASH unuH q 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Oil` p,WRE4V4 LOCATION. S 5 P• ........rG s6, 11. EXTERNAL WEEP SLOT =1/2" x 2-1/2" LOCATED 4" FROM BOTH ENDS. N. 56201 STATE OF :"W` LUCAS F''-,C O R Turner SS70NA1-` 2017- 08-30 17: 10+20:00 CONFIG. MAX. UNIT SIZE I DESIGN PRESSURE RATING IMPACT RATING EQUAL 153-1/8" 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 8/ 28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 I PH.941-380-1574 GENERAL NOTES AND ELEVATIONS BAT 04/29/08 VG 4: REV.: CWS- 154 F ALE: SHEET 1: 33.33 1 OF 6 Design Pressures (PSF) with Glass Types A, B, C, Or D Unit Sash Unit Widths (in.) Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1 8 35 1/2 17 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 39 1/2 19 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50./ -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 41 1/2 20 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.1 43 1/2 21 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.4 50 / -70.6 47 1/2 23 50 / -7S 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -6B.9 50 / -66.2 51 1/2 25 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-72.7 50/-65.2 50/-62.6 53 1/2 26 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -71 50 / -63.6 50 / -61 S5 1/2 27 50 / -75 50 / -75 50 / -7S 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -69.5 50 / -62.1 50 / -59. S 59 1/2 29 50 / - 75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -66.8 50 / -59.5 50 / -57 63 1/2 31 50 / -75 50 / -72.9 50 / -72 50 / -71.6 50 / -71.6 50 / -71.6 50 / -71.6 50 / -71.6 50 / -64.6 50 / -57.3 50 / -54.8 65 1/2 32 50 / -73.2 50 / -69.1 50 / -68 50 / -67.4 50 / -67.3 50 / -67.3 50 / -67.3 50 / -67.3 50 / -63.6 50 / -56.4 50 / -53.9 67 1/2 33 50 / -69.8 50 / -65.6 50 / -64.4 50 / -63.7 50 / -63.4 50 / -63.4 50 / -63.4 50 / -63.4 50 / -62.7 50 / -55.5 50 / -53 71 1/2 35 50 / -64 50 / -59.7 50 / -58.3 50 / -57.3 50 / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 SO / -53.9 50 / -51.5 74 3/4 36 5/8 50/-59.9 50/-55.6 50/-54.1 50/-53 50/-51.8 50/-51.7 50/-51.7 50/-51.7 50/-51.7 50/-51.7 76 37 1/4 50 / -58.5 50 / -54.1 50 / -52.6 50 / -51.5 50 / -50.2 50 / -50 50 / -50 50 / -50 50 / -50 1 +50 / -50 IC +50 / -50 7/8" OVERALL 118" ANNEALED 518" AIR SPACE 1/8' ANNEALED J552 OR PURFECTGLAZE "H" r 1f2" GLASS SITE U GLASS TYPE A NOTE: IF SIZE INTENDED IS NOT SHCbVN, USE NEXT LARGER SIZE. 7/ 8" OVERALL 3116" ANNEALED 1/ 2' AIRSPACE 3/ 16" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE'H. GLASS TYPE B 112' GLASS BITE 7i8" OVERALL 118" TEMPERED II 518" AIRSPACE 118' TEMPERED I SIKAFLEX 552 OR nn46PURFECTGLAZE "H" GLASS TYPE C 1/ 2" GLASS BITE T- 7/8" OVERALL 3116" TEMPERED 112' AIRSPACE 3/ 16" TEMPERED I I I f SIKAFLEX 552 OR Q6 PURFECT GLAZE .H' 11Y 0 GLASS TYPE D 112' GLASS SITE WINDOW SYSTEMS tt_-ZJ 1900 SW 44TH. AVE. OCALA. FLORIDA 34474 WWW. CWS.CC 8100 PVC SINGLE HUNG NON - IMPACT a z 3 4zo 1= owa a111-oo zuioZor0W-m z Z=2<0WOp OOI-O Q='w UUu1rzQL_wD. z ZO ow o- Z D U UG I...?LLm OLLZ W Ofn W U)a w U)u io w za a. ula = m n 1% 0 Ekv N. 58201 •R 3 O: STATE OF : 8/ 28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JAB.ARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE: BAT 04/29/08 DWG#: REV.; CWS- 154 F SCALE: ; SHEET 1: 1 I 2 OF 6 WINDOW SYSTEMSINTERIOR 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 j 45 32 54 12,)38 13 35 (37 4r 451 www,cws.cc o 8100 PVC 70 SINGLE HUNG 0 o NON -IMPACT bs j Q Z GZEO0<186WLLI i n— 331 e W LL Z o 3 3: 7NWZI--w _ 15 3 17 65 666 19C CSC U 4 O O VaF SECTION B-B 0 Z— nZZDU_ 53— NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, z v i Z O LL O 0RIGHT SIDE SHOWS SASH SECTION VIEW. T rWL)mtz QOw OO c}nowOwW W OJ(AF— cn 1439 O 0 WOK I ao a lu3:a 7i 5l— J INTERIOR p`-F'CEN;g"rGQ' l F No 59201 :: fl O: STATE OF :'LJ SS ONA E?+`• 54 66 ` 46 69 P` z t B 8/ 28/2017 t8 J 33 F LUCAS A. TURNER, P,E, Cr Q FL PE # 58201 1239 JABARA AVE. 30 as NORTH PORT, FL 34288 O PH. 941-360-1574 SHEET DESCRIPTION: Q` SECTIONC-C l ALTERNATE FIN FRAME SECTION VIEWS SECTION A - A DRAWN BY: DATE: BAT 04/ 29/08 DWG a: REV,: CWS-154 F NOTE: ITEMS NOT SHOWN FOR CLARITY: SCALE: SHEET 20, 23, 25-26, 31, 36, 37, 44, 51-52, 55-56, 64, 67-68 - 1:2 3 OF 6 Main Fr., SH. Main Fr., SH. Sas 39 1 1-4U51W Ilfb x I.2bu Fn I- -I Itr, Writ. nuo Lny oIuul 40 P-4264 8 x 3/4 FH PH w/96 Head, TEK,Wht Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 112" Hole M&M Nylon 46 P-3438 Sikalfex 552 or Purrect Glaze "H" Sika/Henkef 48 P-3352 Set. Elk- 85 Dur., 1/8" x 516" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3513 CWS Lbl. (logo) Pro Label 53 Glass, Fixed (See Sheet 3) 54 IGlass, Sash (See Sheet 3) 55 P-3281 Spacer (see sheet 3) Duraseal 56 P-3281 ISpacer (see sheet 3) Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 IScreen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth. 18 x 16 Fiberglass eettenve Fiberglass t- 31/0"— 1- I 3 9I76" II PVC FRAME FIN H-6026 3 1/B"— 211/16" if PVC FRAME FLANGE H-6031 5116"-_l I— vts• PVC SCREEN SUPPORT S-6014 r .. 0 1116' REINF. SASH MTG. RAIL H-1497 t I) i0 1518, 6" tr16" PVC SASH BTM. RAIL H-6028 1 3/16" ii 16' 1/1G" j PVC SASH SIDE RAIL H-6004 2 3/16"— B 1116" i PVC SASH MTG. RAIL H-6027 1 112" i J 2 t/8" 1/16" FIXED MTG. RAIL H-1836 1 1!B"—'- 112" 1 18 6" _ i_ " 1317 1 3'8' 0 L L u1s' L tns• PVC SCREEN CATCH PVC SASH STOP S-6013 S-6029 3/4" 3116'- 13 T 1116" REINF. SBR/SSR S-1498 67 1 P-3029 Screen Pull Tab Summit I Alum 112"—I--y 68 P-3033 Screen Spring, SS FI. Screen SS 3/16II 3"---- 69 H-6026 Main Fc. SH, w/Pin., PVC Mikron Vinyl 70 P-3113 Screw Support for PVC T. Plastics Nylon T-_ 71 70 S-6083 Fixed Rail Cover Mikron Vinyl SCREW SUPPORT j P-3113 1I LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 6-7, 11, 21-23. 29, 31. 41-43, 47, 49-50, 57-61 7/8" I-- t 4 16 1s 1 PVC GLAZING BEAD S-6064 0l16" T_ 71 t 5/16" I vts• 1 t PVC FIXED RAIL COVER S-6063 FRAME CORNER CONSTRUCTION CORNER WELD ALL. SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 og2gomfflWINDOWSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT a ? r- ow0 ¢Iw-CwWZO2D_'F•ZFw- Z ZS0Q2w00OOHOI[SFa. O c utl-ZD-f-mo_ ZIZOOS-ZI_D0 rz W- Z w O'nM W BBw-irl) 2W Z0WO1- O w 0 w= 7lunnryp I PytORELtr 1 vCE NS'-GR m No58201 '. P•• STATE OF W a O'• : =7u isl0 N AVE?` I 8/ 28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: BOM AND EXTRUSIONS RAWN BY: I DATE: BAT 04129/08 wcn: REV.: CWS- 154 F cA E: SHEET 1: 8 4 OF 6 14-: MAX. OX 6" MAX. (TYI 6" MAX. (TY; OTE 2 4" MAX. (TYP) - 4' MAX. (TYP.) 8" MAX O.C. TYP.) MAX. O.C. TYP.) I THRU FRAME ANCHOR T__- MEETING RAIL AT FIXED MEETING RAJI CENTERLINE (TYP.) 4" (TYP) 4- (TYP) V I INSTALLATION ANCHORS TYP. ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS. HEAD. ITE 2 WINDOW SYSTEMS LI 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT 4 Z 3: Q Z Lu INSTALLATION ANCHORS TYP. ZwO W f 0 Q I--- OZOZIrt_ Z r gv)>-Oa3:m wZ I-w ZI-32= Z22dIYW00 O OF-OZat= -v~ia Z p —Z?UV) UU a3pW 0z W U 0 w ZowO W O w a O p2 wH0 a0x r ccWWula a cca v No 58201' A • STATE OF :'IIJ` i FS ••. < OR I" ONA ` E lo `.. 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 y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, f 8/ 28/2017 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. UCAS 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 tF 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITHSTRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 PH. 941-380-1574 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 At OPTIONAL. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN SY: I DATE. 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. BAT 1 04/29/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 6. CONCRETE AND MASONRY.SUBSTRATES MAY NOT BE CRACKED. Dwc #: I 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-154 F FMA/ AAMA100(FIN WINDOWS). FMA/AAMA 200(FLANGE. WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA;AAMA^NDMA 300(EXTERIOR DOORS) SCALE` SHEET 1: 25 5 OF 6 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V(rit'tttlll uu u' BY OTHERS W114De'7. YJ SYSTEMS j1/4' MAX SHIM— SEE TABLE i MIN. EDGE DIST. SUBSTRATE- iMIN. EDGE DIST. 1900 SW 44TH AVE. SEE TABLE t SEE TABLE 1 BYOTHERS 9/4" MAX. SHIM---{ SEE TABLE 1 WWW.CW8 CC FLORIDAA 34474 SUBSTRATE BY OTHERS--_ 1 I — SEE TABLE 1 1 o MIN. EDGE DIST. MIN. EMBEDMENT SEE TABLE t PERIMETER SEALANT SEE TABLE 1 I ' I — -I.I- 8100 PVC BYINSTALLER I INSTALLATION ANCHOR — 1 INSIDE AND OUT /// iI SEE TABLET SINGLE HUNG 0 ---1 I MIN. EMBEDMENT SEALANT BEHIND J SEE TABLE NON -IMPACT FLANGE BY INSTALLER L 1/4" MAX. SHIM fn1I a Q ' ¢Z0 PERIMETER SEALANT Z Qp ¢ w O W PERIMETER SEALANT ff11 BY INSTALLER w Z Q Z M —— t BY INSTALLER INSIDE AND OUT O W Z O 3 mmINSIDEANDOUT - INSTALLATION ANCHOR Z Z 2 2 ¢ 0_ W QQSEA0SEE TABLET O OHO ¢Sh(r INSTALLATION ANCHOR FLANGE BYEINS HINDALLERSEALANT BEHIND O V (n I- Z a ~ in w SEE TABLE 1 FIN BY INSTALLER Z 0 U' 0- Z j V HORIZONTAL SECTION /'C 1HORIZONTAL SECTION ` }= Z g 0 O t Z 6 TYPICAL JAMB ANCHORAGEjj TYPICAL FINANCHORAGE >- < 3QQ 0 H p F O — HEADANDSILLSIMILARFORFININSTALLATIONFtYKU) ZO m SEALANT BEHIND — FLANGE BY INSTALLER PERIMETER SEALANT — BY INSTALLER INSIDE ANDOUT SUBSTRATE BY OTHERS SEE TABLE 1 114" MAX, SHIM I MIN, EMBEDMEW SEE TABLE 1 I MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION. TYPICAL SILL ANCHORAGETABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE NGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" FLANGE FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1f4" 2-112" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1- 3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 0,10WOOD SCREW 1.3/8" 718" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 810- 16 HILTI KW IK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.050" 7/1B„ FLANGE IS. - ALUM. (6063-T5 MIN.) OR 1/ 8" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING ! DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-1/2" 1/2" W O 0't7 0 wr w i- W QJfnH IL W~a °w3wo oREt4' T`, vYO E IV No 58201 '. O-. STATE OF ;W I V// 9/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT--'- 1239 JABARA AVE. BY NSTALLER NORTH PORT, FL 34288 INSIDE AND OUT p HORIZONTAL SECTION PH. 941-380-1574 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: SIMILAR. FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, oRAwNA DnTE UPTOANDINCLUDINGABOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: BAT 04/29/08 PAIN, 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG.#: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CW1c-154 F PRODUCTANCHORAGEISINACCORDANCEWITHREQUIREMENTSASSCALE: SHOWNFORFLANGEWINDOWS. I SHEET 6 OF 6