The URL can be used to link to this page

2621 Marshall Ave; 18-4049; WINDOWSt SkNFORD CIITYYOF FIRE DEPARTMENT SEP 2 6 2018 Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 13,058 Job Address: 2621 MARSHALL AVE SANFORD, FL 32773 Historic District: Yes Non Parcel ID: 01-20-30-504-2800-0230 Residential Commercial Type of Work: Ne Addition[] Alteration Repair Demo Change of Use Move Description of Work: REPLACE 13 WINDOWS NON/IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Name LEOPALDI, LINDA M Fax: 407-4728380 Street: 2621 MARSHALL AVE Email: -af- fhaprod ucts.com Aays-tA { Property Owner Information City, State Zip: SANFORD, FL 32773 Phone: Y61' ' fjL - -71qc 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 Arch itect/ Eng1neer Information Name: N/ A Phone: N/A Street: N/ A Fax: N/A City, St, Zip: N/A Bonding Company: N/A 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: 6m 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 base 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 AF MAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable Laws regulatin7, C*0 'onseedzoning. rt / e Prmt Owner/ nt's Name 1 1'ri rrl's Name lN l o of to of Florida Date nature o otary-State of Florida Date . fj Owner/Agent it LZPersotlally Kno i Contractor/Agent is Personally Know e r Produced ID Type of ID ° Produced ID Type of ID A,y Qv9Lc ' IS FOR OFFICE USE ONLY a 2 dTArE Permits Required: Butfi°g n Electrical[] Mechanical [] Plumbing[:] Gas[] Roof[]. Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg; Min. Occupancy Load: # of Stories; New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: C- # u 1 i 4z i 0 Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 'nl • 28 - Revised January 1, 2018 Permit Application I 11• .1 p 111011111 Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 hereby name and appoint: LUIS COLLAZO AND MERCEDES COLLAZO 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: 2621 MARSHALL AVE SANFORD FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. BURNETT State License Number: CGCO6189 Signature of License Holder: STATE OF FLORIDA COUNTY OF /nnel The foregoing instrument was acknowledged before me this Z day of-,-- , 200__ Z[, by WAYNE T. BURNETT who isypersonally known to me or o who has produced as identification and who did (did not) take a ath. Notary Seal) Print or type name Notary Public - State ofCF Commission No. My Commission Expires: QVOUC , V 06 Rev. 08.12) a °a SCPA Parcel View: 01-20-30-504-2800-0230 Page 1 of 2 enMnoPA6 Uho-OLc Oowwy. F4 Property Record Card Parcel: 01-20-30-504-2800-0230 Property Address: 2621 MARSHALL AVE SANFORD, FL 32773-5018 Parcel Information Parcel 01-20-30-504-2800-0230 Owner(s) EOPALDI, LINDA M Property Address 2621 MARSHALL AVE SANFORD, FL 32773-5018 Mailing 2621 S MARSHALL AVE SANFORD, FL 32773-5018 Subdivision Name DREAMWOLD Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2003) Lu JY r 4 Legal Description LOTS 23 + 24 BILK 28 DREAMWOLD PB4PG99 Taxes Value Summary 2018 Working 2017 Certified Values Values Valuation Method CosUMarket e— CosUMarket Number of Buildings 1 1 Depreciated Bldg Value 74,764 936 w 65,256 936 — Depreciated EXFT Value'--7 Land Value (Market) 25,000~ 20,000 Land Value Ag Just/Market Value " 100,700 86,192 Portability Adj Save Our Homes Adj i $23,281 10,365 Amendment 1 Adj P&G Adj —__. 0 Assessed Value j $77,419 75,827 Tax Amount without SOH: $853.00 2017 Tax Bill Amount $656.00 Tax Estimator Save Our Homes Savings: $197.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value I Exempt Values ! Taxable Value County General Fund $17,419 $50,000 $27,419 Schools $77,419 $25,000 1 $52,419 City Sanford $77 419 1 $50,000 $27,419 SJWM(Saint Johns Water Management) $77,419 $50,000 $27,419 County Bonds $77,419 $50'000 m $ 27,419 Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2002 04455 0178 $79,900 Yes Improved WARRANTY DEED 1/1/1973 00975 t1700 $24,000 Yes Improved l Fund Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 1 0.00 1 1 ; $25,000.00 j $25,000 Building Information Is Bed/Bath count incorrect? Click Here. Description Year Built athFixturesBedBBase Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE E 1970 5 3 ; 1.5 1 1,170 1,978 1,450 CONC i $74,764 $102,416 FAMILY BLOCK I Description Area f j j I UTILITY FINISHED 117. 00 http:// pareeldetail.scpafl.org/ParcelDetailInfo.aspx?PID=01203050428000230 9/18/2018 SCPA Parcel View: 01-20-30-504-2800-0230 Page 2 of 2 ENCLOSED 280.00 PORCH FINISHED GARAGE 299.00 FINISHED OPEN PORCH 112.00 FINISHED L_I 4 k I_I t I i I i L I' ' 1 1 Permits Permit # I Description I Agency Amount I CO Date I Permit Date 00010 1 ROOF OVER i SANFORD $2,400 C i 10/1/2008 Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district in which the property is located. Extra Features W Description Year Built Units Value New Cost SCREEN PATIO 1 WOOD UTILITY BLDG 12/1/1989 1 6/1/1989 140 600 336 1,500 840' http://parceldetail. scpafl.org/ParcelDetaillnfo.aspx?PID=0120305042800023 0 9/ 18/2018 IR]EQUMIEID I NSF EcCTICON' SIEQUEN CIE; Bptt• i IBN V1GNG PlT<Rl.Yt, -r j 1 I1 nn M SC fus ecdon IDescri ition. Footer / Setback Stemwall Foundation / Form Board.'Survey Slab /' Mono Slab. Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing :— Walls - Sheathing '— Roof Roof Dry fn Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final' Roof Final Stucco / ,Siding Insulation Final Final Utility; Building - Final Door Final WindQw- Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo 1 Final Single Family; Residence Final. Building Other i S1 Address: Mn Max e'cdon IlDescrll2flonn Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final I i G'etvww atnr yrrp, nta.R.• 4WA-alfii: 4T.:i.7«' .• J . L:=7'":C:.Zy i: SS R Min Max llme flon Desezj2flon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1 i Mnn lyil s: I(nns ee n®n IID e n n n®n...... Mechanical Rough Mechanical. Final Fill i IMS12ection. De§eren 47l®n Gas Underground Gas Rough Gas Final RIEdlfSIM June 2014 BOHM Jobs ASS OCIAM Marne, -1-1, Address j_ F k'* U 8 1IM 1111 N, A 1, v_ C aw nwy 11 W&IMM MA *wsk aftfth dDM tho h MRw ow W" w4w. a- FHA mwwsl M Chow n3' rayWA iuuwa i 20$!. cuds X, ' 1. bake ow'kwd try owow g3 Dia ?,map wl num s araQww"A-4" *"4wxw Mlft''w,mmbdwsws,t,o*xw4 MOWWW x-vr,",Iurnu,lymborvA, am" WbRamw a,-Whr'MA N CMUM, wdo Kam Mo ow4w" yeoriM40'ammum S"'hg Atadwd P&*& of r-wKvftftj ftfM Wan ow a""l2L2AizK- 4. T.-Iza i, e. o;w'2 me a TWO I slqmhv A 01-wm) 1YES Chpo el - 61 Scanned by CamScanner Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018110255 Book:9218 Page:1639; (1 PAGES) RCD: 9/26/2018 11:22:57 AM REC FEE $ 10.00 THIS INSTRUMENT PREPARED BY: Name: BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC. 8034 SUNPORT DR. "01. ORLANDO. EL 328 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. Parcel ID Number: CERTIF17D COIPY GR NT i ° J Y CI.ER SEii(I r,,, ,_ i l1c . r Zara BY jGate _-.- 01-20- 30-604-2800-0230 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fonowing Information Is provided In this Notice of Commencement DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOTS 23 + 24 BLK 28 DREAMWOLD PB 4 PG 99 : 2621 MARSHALL AVE SANFORD FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name, LEOPALDI, LINDA M Address: 2621 MARSHALL AVE SANFORD, FL 32773 Fee Simple Title [folder (if other than owner) Name: N/A Adares-s- N/A CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC, Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1) ft Florida Statutes. Name: N/ A Address: N/ A In addition to himself, Owner Designates N/A of To receive a copy oflhe LtenWs 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) WARNING M 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 pedury, I declare that I have read the foregoing and that the facts stated in it are true to the. beAof.myJwowledge and 44lief. C\Y% lc-, Leo?v;\ The `owner must sign A notice of canewoement erW no one else army be pe m W to sign In hie or her deed State of : r2L County of S2m r 20 The foregoing lrmtrument was acknowledged before me this day of by (t/ 1 mm di, Who Is personally known to me0- Neme or peruM making ststarmni OR who Not has produced I cation type of Identification produced: ell P46 Notary Public 4c we of Florida fires 3110i2020 t A i> tly C(pjnisslOn ExP Commission No. FF 97WI Product Approvals ification Form Permit # `- 1 8- 4 0 49 Project Location Address ILL q R7MENC NVE, ANFORD, FL 32773 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 CODE COMP A PERMIT ISSUED LICENSE TO P n WITH TH RUED TO BE A WORK AND NOT Sectional QrHE AUTHORITY TO VIOLATE, CANCEL, ASIDE i AS ALTER OR SET Roll Up CODES,NVALAINERORSHAii TECHNICAL PERMIT PREVENT Automatic PATE THE BUILDING OFFICIAL FROM THEREAFTER Other CONSTRUCTION RS IN PLANS, 2. Windows Single Hung CWS 8100 FL4091.1/FL16177.1 Horizontal Slider CWS 8200 FL4092.1/FL4092.2 Casement CWS 8400 FL4452.1 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 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) June 2014 F:H:A:::-D, 1 RA HET 1/4/2018 Florida Building Code Online 4 lamrr n BCtS Home log. In I User Registration Hot Topics Sutimit. Surcharge Stats & Facts Publications- FBC Staff j BCIS Site Map Links Search j Comments Archived Product, Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext24'5 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291. jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext221 amonteverde@cws.cc Category Subcategory fD Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL4092 R8 COI EvalReport223E.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquzg31%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 409 1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-340E.pdf 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 1 5/8 x 62, 3 lite, DP 30PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 4092. 2 HS 8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use w Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-223E.pdf 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 EvalReport223E.pdf DP 40 PSF: Glass conforms to ASTM E1300-04. Created by Independent Third Party:: Yes 4092. 3 1 HS-8200 HS-8200 PVC Horizontal Slider OX or XO. Limits of, Installation Instructions Approved for use in HVHZ: Yes FL4092 R8 II' CWS-486C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 5820,1 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 EvalRel3ort486C:pdf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party; Yes with ASTM E1300-04.. i, 9ck El t. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-497-1824 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 sendelectronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any. questions, please. contact 850.487.1395. Pursuant to Section 455.275( 1), Florida Statutes; effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. IF you do not vrish 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: a% V1 ® ECr. a U Credit Card Safe http:// www. floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdiop/o3d 2/2 ERl.J 1 ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34289 Ph. 941-380-1.574 FBPE C.O.A. #29779 Evaluation Report 340E August 28, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 54" x 62" unit size XO or OX, and 125 5/8" x 62" unit size XOX Manufacturer: Custom Window Systems, Inc. 1900 SW 44`' 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 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-340E, signed and sealed by Lucas A. Turner; P.E. 3) Test Report NCTL-210-3522-2 and -2A, NCTL-210-3525-1 and -2, and NCTL-210-3459-1, -1 A, 2 and -2A fiom National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05 4) Supplemental Calculations to support CWS-340E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-340E. Limitations of Use: This product: May be used in O/X or X/O,configuration in sizes up to 54" x 62" unit size, and X/O/X configuration in sizes up to 1.25 5/8" x 62" unit size, with inax. glass daylight widths as shown in CWS-340E Achieves design pressures as indicated in comparative analysis tables in CWS-340E Is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS-340E o Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-340E Certification of Independence: 1 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. t{ttlittltf ti GE1,S '. Qfr. Lucas No 58201 Turner w 2017-08-30 8 rA` E 0 P 16:03+20:00 f'• S 8/28/17 Lucas A. Turner P.E. ON i0''`' FL PE #58201 63 MA; OVE FLA HE[ HORIZONTAL SLIDER -'NON-IMPACT SHOWN WlDIFFERENT OPTIONS) lLLA MAX. OVERALL FLANGE WIDTH 125 518" MAX, UNIT WIDTH j GLASS DLO 1I GLASS D10 D 114qGE r B RALL I.. C 3HT MlU2'. UNIT X GLASS O X D GLA 8 DLO HEIGHTDLO5. a3. MAX. J SASH HEIGHTF -- I r r F n 35 11L16' J G MAX. SASH 1VIDHT 551r4' i MAX. OVERALL FLANGE WIDTH 54" MAX. UNIT WIDTH --1( Lfi I. 2 p DLO t j WL1 GLASS OLDGLASS PI A r 63. 1/ a" I I I MAX. - I I OVERALL MAX. FLANGE SASH HEIGHT B57.13116• HEIGHT O GLASS DLO MAX GLASS UNDLO I j IT HEGFIT TABLEOFCONTENTS GENERAL NOTES & ELEVATIONS GLAZING DETAILS .........................2 COMPARATIVE ANALYSIS . .............3 SECTION VIEWS &:ALT, FRAME ..... 4-5 EXTRUSIONS. & S.O. M........................6 ANCHOR SCHEDULE & NOTES ........ 7 INSTALLATION DETAILS.....................8 C 2 11 ' MAX SASH WIDTH GENERAL NOTES. an goog 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED j j(` WINDOW' MTEMS % TO COMPLY WITH THE FLORIDA BUILDING CODE.(FBC). CURRENT 1900 SW 44TH AVE. EDITION. OCALA, FLORIDA344742. GLAZING OPTIONS: ( SEE SHEET 2) www.cws.cc 3. CONFIGURATIONS: "OX", " XO", "XOX", 8200 PVC 4. DESIGN PRESSURE RATING (SEESHEET 3): HORZ. SLIDER NEGATIVE DESIGN LOADS BASEDON; TESTED PRESSURE AND I GLASS TABLES ASTM E- 1300.04e01109, NON -IMPACT POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/ 09. Z 3 `L Z 3 5. ANCHORAGE'. THE 33 113 % STRESS INCREASE HAS NOT BEEN USED Z LU 00 ¢ K z w IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w 0- Z O Z - - (- F_ z Co 3 Z 00 Z 00 ANCHOR CALCULATIONS, Z O Z =.2 QEY w a 0 OHO 9M I_cc6. NOT APPROVED FOR IMPACT' RESISTANCE. IMPACT PROTECTIVE V z 0 CoZ 4 I-. v) IL OO SYSTEM IS REQUIRED INWINDBORNEDEBRISREGION. Z2ZOOLLZ T ALL FRAMES AND VENTS FULLY WELDED.. SMALL JOINT SEAM SEALANT 3 H V.m Z K USED AT FIXED MEETING RAIL AND JAMB, H EY } O O g OO cnO.wcnw 6. SERIESfMODELDESIGNATION HS-8200. LU a a 0 O 0 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O wr-0 ILM L' i 3 a X = OPERABLE SASH', 0= FIXEDSASH10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR AV DRE W LOCATION..........0 EN Vi• 11. EXTERNAL WEEP SLOT = 114" x 1" LOCATED 6" FROM BOTH ENDS, w:' N. 58201 •.% p STATE OF iWU Turner r SSoNA 2017-08- 30 411 `E1 17:13+20:00 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XOX 1/4 1 /2 1 /4 1;4" 125-518"'x 62" SEE COMPARATIVE ANALYSIS CHART, SHEET 3 NONE NONE L4w LUCAS A. TURNER, P, E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 GENERAL NOTES AND ELEVATIONS AAA 07101/08 G.#: REV.: CWS-340 E ALE SHEET 1:33.33 1 OF 8 718' OVERALL. 718' OVERALL 718" OVERALL 7/8' ANNEALED - L-3/76" ANNEALED Ufi' TEMPERED i- 518" AIRSPACE _ 1/2' AIRSPACE 518" AIR SPACE 1/8" ANNEALED —3/16" ANNEALED 1/8'TEMPERED SIKAFLEX-552 OR SIKAFLEX 552 OR. 36 FLEX S52 OR 35 PURFECT GLAZE "H' 36 PURFECT GLAZE "H" PURFECT GLAZE"H" i12" GLASS OITE 112" GLASS BITE wE 1/2" GLASS BITE GLASS TYPE A 718" OVERALL 3/16' TEMPERED 112"AIRSPACE 3116" TEMPERED SIKAFLEX 552 OR PURFECT GLAZE"H" A Vy v - I, NY u GLASS TYPE B GLASS TYPE C GLASS TYPE D 1/2' GLASS BITE Ommom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 az3 o w 0 Q o zow o ul 00X3m uPw3ZI,- x z z=mac wp0 O CI-Z O ¢ xhx U U(nF O. V 2OOOvi V_ Y g3OwpmV- w OLL..o wwowow a cn a0 = ~ w Z W W 5,• Cgj,O 53201: A9 Z' A STATE OF z. 8/ 28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIMON: GLAZING DETAILS AWN BY: DATE: AAJ 07/01/08 TG 1l: CWS- 340 E ALE: SHEET 1: 1 2 OF 8 XOX DESIGN PRESSURES (GLASS TYPE B OR D IN THE FIXED LIT GLASS TYPE A. B, C. OR D IN THE SASH) UNIT WIDTH (IN) sIYYaL®UUC4• 55 165 175 187 1/2 1102 1/2 1108 3/4 1110 114 1120 1125 5/8 WINDOW SYSTEMS UNIT SASH WIDTH (IN) 1900 SW 44TH AVE. HEIGHT (IN) 15 5/8 18 7/16 21 5/16 24 7/8 29 1/8 30 7/8 31 5116 34 1116 35 11/16 WW CWSCCA34n74 17 718 45/45 45/-45 451-45 45 / -4.5 45/-45 1 451-45 45/45 42.5 / -42.5 40 / -40 29 1/2 +451-45 +45/-45 +451-45 +45 / -45 +45/-45 +40.1 / -40.1 +39,1 1-39.1 +33.5 / -33.5 +30.9 / -30.9 8200 PVC 31 112 35 1/2 45/45 45/-45 45/-45 45/45 451-45 45 / -45 45/-45 45/45 45/-45 45/45 40 / -40 40 / -40 39 / -39 39 / -39 33,1 1-33.1 +30.41-30.4 32.9 / -32.9 +3D.1-30 HO RZ. SLIDER 39 1/2 45/-45 45/45 45/-45 45/45 451-45 40 / -40 39 / -39 32.9 / -32.9 301-30 NON -IMPACT 41 112 45/45 451-45 45/-45 45/-45 1 45/-45 40/40 39/-39 32.9/-32:9 30.1-30 a z ¢ z 343112 +45/45 +45/45 +45/45 +451-45 +451-45 +40/40 +39/-39 +32.91-32.9 +30l-30 47 112 451-45 45 / -45 45 / -45 45/-45 45 I -45 401-40 391-39 32.9 / -32.9 30 l -30 H d0wOC<n Lu O Lu 51 112 45/-45 45/-45 45/-45 45 / -45 43.81-43.8' 40 / -40 39 / -39 32.9 / -32.9 301-30 w cczOz z of roz5311245/45 45/-45 45/-45 44.7 / -44.7 41.3 / -41.3 40 / -40 39 / -39 32.9 / -32.9 30.1-30 rD 32w Z ZS26D:"oo 55 112 45 / -45 45/-45 451-45 42.4 / -42.4 391-39 38 / -38 37.7 ! -37.7 32.9 / -32.9 30 ! -30 00 0 O'3a F' a z62 45/-45 44.9 /-44.9 40.4 / -40.4 36.41-36.4 33.1 1-33.1 +32.1 / -32.1 +31.8 / -31.8 +30.6 / -30. 30 / -30 o zo z j U) a r?moo'u QOw_= o_ U~zoi XO OR OX DESIGN PRESSURES (GLASS TYPE A, B. C. OR D) Ow w W a w o w UNIT WIDTH ( IN) a z= ao w o r wry UNITOaw= m DW3:w HEIGHT (IN) 29.5 31.5 35.5 39.5 41.5 43.5 47.5 51.5 54 P . T 17.875 +451-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +451-67.5 +45 I -61.9 +45 / -54.6 +45 / -50.8 29.5 45/-67.5 451-67.5 45/-67.5 45 I -67.5 45/-67.5 45/-67.5 451-58.2 45/49.5 45 / -45SI sF GPy 31.5 45 / - 67,5 451-67.5 45/-67.5 451 -67.5 451-67.5 45/-67.5 451-582 45 / -49.5 45 / -45 no 55201 :mom 35.5 45/- 67.5 45 / -67.5 45/-67.5 45 / -67.5 451-67.5 451-67.5 45 / -58.2 45 / -49.5 45/-45 39.5 45 / - 67.5 45/-67.5 45/-67.5 451-67.5 45/-67.5 45/-67.5 45 / -58.2 45 / -49.5 45/45 p =, STATE of ¢' j 41.5 45 / - 67.5 45 / -67.5 45/-67.5 451-67.5 45/-67.5 45/-67.5 45 / -58.2 451-49.5 45/-45 F < o a I 43.5 45 / - 67.5 45/-67.5 45 / -67.5 451-67.5 45/-67.5 45 / -67.5 45 / -58.2 45 / -49.5 45/45 49 45/-67. 5 45/-67.5 45 / -67.5 45/-67.5 451-67.5 45/-67.5 45 / -58.2 45 / -49.5 45/-45 51.5 45 ! - 67.5 45/-67.5 45/-67.5 45/-67.5 45 / -67.5 45 l -66.7 45 / -582 45 / -49.5 45 / -45 53.5 45/- 67.5 45/-67.5 45/-67.5 451-67.5 45/-65.9 45/-63.6 451-58.2 45/-49.5 45/-45 Z 55.5 451- 67.5 45/-67.5 45/-67.5 451-65.4 45 / -62.9 451-60.7 451-56.9 45 / -49.5 45145 59.5 45/- 67.5 45/-67.5 45 / -65.6 45 /-60.1 451-57.8 451-55.7 45 ! -52.1 45 I -49.1 45/45 S/2 $/2017 LUCAS A. TURNER, P.E. 62 +451-67:5 +45/-67.5 +45 / -62.5 +451-57.2 +45 / -55 +451-53 +451-49.5 +45 / -46.6 +45 / -45 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 '. PH. 941-380- 1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS DRAWN BY: DATE: AAJ 07/01108 NOTES: DWG M: CWS-340 E 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE SCALE: SHEET 2. ALL XOXUNITSMUSTUSEEITHERGLASSTYPEBORTYPEDONLY. L 1:1 30F8 INTERIOR l(1 k VC4®>lU(• WIN4ONI SYSTEMS 30 8 7 T 35 1900 SW 44TH AVE. l., 7 www. FLORIDA 34474 j 1 WWW.CWS.CC 8200 PVC I i HORZ. SLIDER NON -IMPACT I ( Q ? az z owo a~ooIwzoz zW fS1 0 cn—z0 3.m t p o 14 4 -44 31 26 475049 14 49i 50.4 6 O OFOa a.=p V Vu1 Z SECTION VIEW B-B cn z C9,U vi Z j p wF Oz 0 L! n-e Y u S N WM hxOpoaL} 4i d dof ( 3y 3G ,rrirruriiiil'.J n'o 58201 9 STATE OF c ONA4Er. n5 {tttrrnrst 4 Zt 36 ash`\ 10 Z2E9) v` O' 26 54 0 8/28/2017 LUCAS A. TURNER, P.E. II FL PE # 58201 1239 JABARA AVE. 24 _ NORTH PORT, FL 34288 02— P H. 941-380-1574 SECTION VIEW C-C SHEET OC-SCRIPT ON: 55 ALTERNATE FIN FRAME. SECTION VIEWS OX SECTION VIEW A -A DRAWN BY- DATE:. AAJ 07/01/08 DWGii: REV,; CWS-340 E ITEMS NOT SHOWN FOR CLARITY: SCALE: SHEET 20, 25, 27, 34, 39. 40, 41, 48, 51, 52 1.2 4 0F 8 INTERIOR 05609 I((II / r YYINDOW SYSTEMS1 L1,1J 9 lj 43 11/36U 6 30 223 2 3.3130 2i-6 38 7 43 9 38 10 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.cws.cc I 8200 PVC HORZ. SLIDER o NON -IMPACT I Z 3 azo d bb z QJo a zo W ZOZ Ir__r- 17 47 50 4 4 49 50 4 1 5 (38 14 44 42 14 36 5 15 C7 50 49 49 50 C7 17 4 r w Z O 3 m Z Zx Q L p UO Or(nor Z¢xr rrn UQd O Z_ j Z r D rp SECTION. VIEW E-E ¢ 2, Z U 0 Z p LL U T <' Ciwgm OZ 35 ¢ wx'w7 0' 18 rr(nj 26 R Zoul O cnnw 46U> 11 h xD-. KO—cn r ;% p 1L1r0 ax r 4 J t 36 d K a Z. y T No S8201 '• INTERIOR v .' cc' 9 STATE OF 45 ttnrrmtt i` 21\ 36 qo 10 50 9 0 8/ 28/2017 1 - LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. 4 NORTH PORT, FL 34288 PH, 941-380-1574 0 ! SECTION VIEW F-F SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW D-D XOX DRAWN BY: DATE: AAJ 07/01/08 DWG B: REV' ITEMS NOT SHOWN FOR CLARITY; ALE: 0 ' E 20, 25, 27, 34, 39. 40. 41, 46, 51, 52 SHEET SCALE: 5 OF 8 x 1 35 44 H" or rame Fin., AH-6031 3118"- 121ills" FLANGE PVC FRAME FIN H-6026 2 3/16" T- r 1 151 PVC SASH MTG. RAIL. H-6027 t 3116' ; 1 11 q 1(16 1 PVC SASH TOP/BTM RAIL H-6D04 t 518" PVC SASH SIDE RAIL H-6028 t 112" - 21I/8.. '. I-1116, FIXED MTG RAIL H-1836 CORNER CONSTRUCTION I WINDOW SYSTEMS L%J 1900 SW.44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER -WELD ALL SIDES) 8200 PVC HORZ. SLIDER I NON -IMPACT Z oofw o u_ Fw3zF-5.g= z zm ofWp0 FIXEDWITOGETH R WITHEETINGRAIL O 0 U) OF-OSCREWED z d F- U) IL OUTERFRAME o zO C7 Z j U V) 1.8 Q 1-.z C.0u zr=HO_ Q. o:a:r 0 pvi W 0O)wwow.ww a al - a ccLL] , maM rvyion No 59201 :'P 552 Henkell Sika 5ilicone t Va"--- 7116"-1 I 1116" 1 116` 112" L--1/16" t 118"-{ 5/i6" ( 7iv_ y 1116" 3116--t L 1 —1f16' 518" L 1116" 9'^, STATE OF :4+ SOo. o W i S1ONAI t v x 2" Lg. FrankLowe I Rubber RC, Non -Impact ASTME ROLLER TRACK S-1776 HORZ SCRN ADAPTOR S-6013 VERT SCRN ADAPTOR S-5014 REINF: SBR/SSR S-1498 REINF. SASH MTG. RAIL S-1497Tremco 9/16" -, II 1, 1'5. 15/t6" PVC FIXED RAIL COVER S-6063 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 16, 19.20, 28, 32-33, 37, 53 112- t/4` 3116" j— SCREW SUPPORT PVC GLAZESEAD P3113 S-6064 z117- 1 8/28/2017 LUCAS A. TURNER, P.E. I FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 BOM AND EXTRUSIONS I AAJ 07/01/08 7G#; EK, CWS-340 E ALE: SHEET 1:2 I 6 OF 8. i E MAX.00. ITYP.)—=---'; 3" (TYP.). @.SASH 11 3116" MAX: Q.C. (TYP.) 6- MAX. (TYP.) i__T @ FIXED SEE NOTE 6- MAX. (TYP.) r...: INSTALLATION 16" -MAX. O.C. - ANCHOR (TYP.) TYP.) 1 MAX. O.C. — T'fP. ANCHOR @ MIDSPAN — TYP.) I CHORLAYOUT-(FLANGE) 4" MAX. (TYP.)--' I---.-.8- MAX .-O.O, (TYP.) 4" MAX. (TYP.) -SEE NOTE 2 T INSTALLATION ANCHOR.. (TYP,) B" MAX. O.C. TYP) X O X 15"` MAX, D.C. ITYP.) 6" MAX, (TYP.)- 6" MAX. (TYP.) — g®m- WINDOW SYSTEMS I r_ a, (TlyP;) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 J..L W W W.CWS.CG 10" MAX. D.C. TYP.) O X ANCHOR LAYOUT - (FLANGE) 4' MAX. (TYP.)-- I( 8" MAX D.C. MR) 4" MAX. (TYP.) T- INSTALLATION 8" MAX O.C. ANCHOR (TYP.) TYP) ANCHOR. LAYOUT - (FIN ANCHOR LAYOUT -.(FIN) NOTES: 1. INSTALL ONE ANCHORATEACH 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 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMSSHALLBE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT. SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. A. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'SINSTALLATION. INSTRUCTIONS, AND. ANCHORS SHALL NOT BE USED IN SUBSTRATES. W ITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. 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. 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 8. 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( F1N \NNDOWS). FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WOMA 300(EXTERIOR DOORS) 8200 PVC HORZ. SLIDER NON - IMPACT z 3: <Z3: t- p w O a W. p Ow. z w aozozX-- t_ w ZI-3- mx O O O< Qw.pO Z z-7 Z. 7.0 W. I-.Zu.00 Z WWt=O_ 2:< H Z W 00IY (nCwOW cc zu.m O.W QIf O W.Iz-O aTI,Y a a w cLu zl_l__ 8/28/ 201i LUCAS A. TURNER, P. E. FL PE tF 58201 1239 JABARA AVE. NORTH PORT, FL 34286 PH.941-380-1574 ANCHOR SCHEDULE ANE NOTES RAVIN BY: DATE: AAJ 07/01/08 WG 9: - REV.: CWS- 340 E CALE: SHEET 1:40 7 OF 8 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHE SEE TABLE t PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLEI INSTALLATION ANCHOF SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT i BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHE'. SEE TABLE 1 INSTALLATION SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 114" MAX.SHIM— SEE TABLE 1 MIN. EDGE DIST; SEE TABLE I PERIMETER SEALANT BYINSTALLER INSIDEANDOUTISEALANT BEHIND FLANGE BY INSTALLER g \ HORIZONTAL SECTION TYPICAL JAAAB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE ISUBSTRATE TYPE. ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE 1-118" HOLLOW OR GROUT=FILLED CMU{177 PCF MIN.) 3116" ITW TAPCON FLANGE ICONCRETE;(2.B5 KSI MIN.) 1" FLANGE GROUT -FILLED CMU (ASTMC•.90) 3116" ELCO ULTRACON 1-1/4' 2-1/2" FLANGE • 2X MIN. SOUTHERN PINE (G=0.55) 3/ 16" I1W TAPCON OR ELCO ULTRACON 1318" 718" FLANGE 2X MIN. SOUTHERN PINE (G=D.55). 10 WOOD SCREW 1.318" 718" FLANGE 16 GAUGE(0.060') MIN. STEEL STUD 33 KSI YIELD MIN) 10- 16 HILT] HWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/ 16" FLANGE 1/ 8" ALUM. (6063-T5 MIN,) OR i1/8" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING/ DRILLING SCREW FULL THREAD THRU 0.125" 7/ 16" FIN 12X MIN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1-1/2" 7/16" WIiVs` iiVa' SYSTEMS MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 7900 SW 44TH-AVE. OCALA, FLORIDA 34474 114" MAX. SHIM W W W..CWS:CG 1 1 8200 PVC I HORZ, SLIDER I SEE TABLE EMBEDMENT NON -IMPACT Z Q }i 0. w0 OiPERIMETERSEALANTZLU0Q053ZBYINSTALLERINSIDE AND OUT w 0Z O Z 0_ t Q w} O of ?: m E INSTALLATION ANCHOR Z Z 2 2 Q 0= w0 0 SEE TABLET O Ut-O Q=y U NZZ F a. SEALANTBEHINDFIN C) Z 6 C7jBYINSTALLERC HORIZONTAL SECTION Z Z0 J N O Z LL 2 ZO O w 8 TYPICAL FIN.ANCHORAGE Z 2 ¢ O -, t_ Z 0HEADANDSILLSIMILARFORFININSTALLATIONFQ- K CC } 3 O w00woOw1n-w 0w O mF a 0 a r 1ruu4tr PD1O G ` MVP ,. 4,C EtJSF•.; r- vN. 58201 0 STATE OF OOR1CA' V. PERIMETER SEALANT---`- 06YINSTALLER INSIDE AND OUT HORIZONTAL SECTION B BOX FRAMEINSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION. FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4"FILLET OF CONSTRUCT ION-GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 5` 8/29/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS AAJ 07101 /08 G ti: jREV CWS-340 E ALE: SHEET 1:2 8 OF 8 1/4/2018 Florida Building Code Online lr ait fil.`• $ % jnS s.,"rt _d Y,- xd 37l `" t i BCIS Home Log In User Registration Hot Topics Submit Surcharge ' Slats &:Facts Publications FBC Staff i BCIS Site Map i Links Search Horida i product Approval USER: Public User Product Approval Menu > Product or Application Search > Application :List > ApplicationDetail mes y FL # FL4092-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email' Authorized Signature Technical Representative Address/ Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext245 kpine@cws. cc KevinPine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 352) 368- 6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/ Email 1900 SW 44th Ave Ocala, FL 34474 352)368- 6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A, Turner PE-58201 Keystone Certifications, Inc. 07/21/ 2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received 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.orgtprlpr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 112 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 Cu —m of PrnrliortS FL # Model, Number or Name Description 4092.1 I HS 8200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use I Installation Instructions Approved for use in HVHZ: No FL4092 R8 1I CWS-340E.pdf 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.rldf 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 409212 i HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use - J' R Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-223E.odf 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 EvalReport223E.pdf Third Party: YesDP40PSF. Glass conforms to ASTM E1300-04. l Created by Independent JI 14092 3 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.Ddf l Approved for use outside HVHZ; Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party:. Yes Design Pressure: N/A Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". FL4092 R8 AE EvalReport486C.odf 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 : r 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 traditionalmail.. 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 anemail 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 emailaddress which can be made available to the public. To determine if you are a licensee under Chapter 155, F.S., please click here . - ProductApproval Accepts: EF, Ed to Credit Card Safe http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 2/2 T V T -W,% 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, Oca]a, 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 61" Edition (2017) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. TechnicalDocumentation: 1) This report, prepared by Lucas A.. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-223E, signed and sealed by Lucas A. Turner, P.E. 3') Test Report NCTL-210-3870-1 and -1A, fiom 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 it 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. tttbifl fifix, it to. Lucas No - F-i8201 W 9/ 07/2017 Turner Lucas A. Turner, P.E. 2017-09- 16 7't,7F ',,,-- = FL PE #58201 09:23+ 20:00 r V h HORIZONTAL SLIDER -NQN-IMPACT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 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 (SEESHEET2): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. POSITIVE DESIGN LOADS BASED ON, TESTED WATER INFILTRATION ' TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e0l/09, 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTORCd=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 MEE71NG RAILANDJAMB. 8. SERIES I MODEL DESIGNATION`HS-8200. 9. THE DESIGNATION X AND O 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 IMPACT RATING 7211x 72" SEE COMPARATIVE ANALYSIS NONE CHART, SHEET 2 Lucas Turner 2017- 09- 16 07:28+ 20:00 Ogsdo dr WINDOW SYSTEMS 1900'SW 44TH AVE, OCALA, FLORIDA 34474 WW9V.CWS. GC 8200 PVC HORZ. SLIDER NON -IMPACT z 3 az3' owo awoo z WJOwzozW_zr w z1- 3g= O 01-- Oa¢wp0 U Uto zI,-Pm0- Z 00U- zj.UW Uo Q —'Y wpwOO Z re 2i p CoU.zO to w 0wow' mw V) w - O J ffj F- a p wr=- OaZ K w3w a = n. ofa I ,,1runfrrhrrr p" PNOREbg hr G E NgF No 58201 9_•, STATE OF ; Vz Lu X I 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 ADEJ 09112/ 07 VG.: REV:: CWS- 223 E ALE SHEET 1: 14.29 1 OF 6 Equal Split <OXorXODesign Pressures (PSF) Unit Height Glass Unit Width (in,) in.) Type 351/2 391/2 431/2 471/2 511/2 SS1/2 591/2 631/2 1 671/2 72 A 60.0/-60.0 60.0J-60.0 60.0/-60.D 60.0/-60:0 60.0/-60.0 60.0/-60.0 58.6J-58.6 51.4/.51.4 45.5/-45.5 40.01-40.0 351/2 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 / -514 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 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 59.6/-58.6 51.4/-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/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4 45.5/-4S.5 40.0/-40.0 431/2 B, C, D 60.0/-61.0 60.0/-60.0 60.0/-60.0 60.0/•60.0 60.0/-60.0 1 60.0/-60.0 58.6/-58.6 51.4/-51A 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 1 +60, 0 / -60.0 58.6 / -58.6 51.4 / -51.4. 45.5 / -45.5 40,0 / -40.0 47 112 8.C.D 60.0/-60.0 50.0/-60.0 60.01-60.0 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 60.0/-60.0 60.0/-60.0 60.0/-MO 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4 455/-45.5 40.0/-40.0 51. 1!2 8, 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 60.0/-60.0 60.0/-60.0 60.0./---60.0 60.0/-60.0 60.0/-60.0 60.01-60,0 53.6/-58.6 51AJ-51.4- 45.5/-45.5 40,0./-40.0 551/2 C,D 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 /-.51.4 455 / -45.5 40.0 /-40.0B, A 60.0 J -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 1 +45.5 / -45.5 40.0 / -40.0 59 1 /2 B. C. D 60.0J-60.0 60.0/.60.0 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/-40.0 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 63112 9, C, D 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-600 59.7/-59.7 56.5/-56.5 53.8/-53.8 51A/-51.4 45.5/-45.5 40.0/-40.0 A 60.0/-60.0 60.0/-60.0 60.0 -60.0 56.6/-.56.6 51.8/-51.8 SO,2./-.50.2 49.7/-49.7 47.4/-47.4 45.5/-45.5 40.0/-40.0 671/2 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 40.0 / -40.0 A 60.0/-60.0 1 +60.0/-60.0- 58.5(-58.5 54.2/-54.2 48.4'J-48.4 45.91-45:9 45.6/-45.6 93 /-43.6 41.8/-41..8 4 0 72 B, C, D 60.0 / -60.0 60.0 / -60.0 58.5 / -58.5 54.5 / -54.5 51.1 / -51.1 4fi.2 / -482 45:8 / -45.8 43.6 / -43.6 41.8 / -41:8 40.0 / -40.0 7/8" OVERALL j- 7/8".OVERALL 1/8" ANNEALED 71 3116' ANNEALED 518" AIRSPACE 1/2" AIRSPACE 118" ANNEALED j 3116".ANNEALED SIKAFLEX 552 OR PURFECT GLAZE"H" P RFECT GLAZE"H- 112, GLASS BITE b_.._ 1 GLASS.BtTE GLASS TYPE A j NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE f GLASS TYPE B 718" OVERALL 1/8" TEMPERED 518"-AIRSPACE 118" TEMPERED SIKAFLEX 552OR. PURFECTGLAZE"H" T 1/2' GLASS BITE GLASS TYPE'C 718" OVERALL 311T TEMPERED 112' AIRSPACE 3116" TEMPERED SIKAFLEX552 OR PURFECT GLAZE `H' 112' GLASS SITE GLASS TYPE 0 1900 SW 44TH AV E. OCALA, FLORIDA 34474 wWW.CwS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 azoH w0 wwoo zw Lu z z Z 2 `m d w w o o00oZax0OviarnaOz- z N Z 0 ou) OU_ 4 I-Kw2Z00a-Z 2¢ y'OLrI-zj U- Q D: IY I}-. } o . Oo rr Zcnw NOw co w a 0wlz-0 aa> a r 3a w o D- v ' No 58201. :C STATE OF rn n••• 9/07/ 2017 LUCAS A. TURNER, P.E. FIL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 1EET DESCRIPTION: ONiPARATIVE ANALYSIS AND GLAZING DETAILS SAWN BY; DATE: AIDE 09/ 12/07 NG M: I REV, CWS-223 i E SHEET 1: 1 2 OF 6 INTERIOR M/IN60N! SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 41 44 S: 4 9 `v/ 7 18. WWW:CWS.CO T T 8200 PVC HORZ. SLIDER NON -IMPACT z 3 azo f- ¢mowzow0 z g ozru'-- o rII O OF- c .OUw00 190JO 1 ?1 U Utn:Z H-v~ia I28110 40 2 18 43 v 0 z -00 z' 5m 4 gZ SECTION VIEW B- B > .¢ LL W a= o Z 1 co NOTE FIXED LITE AT HEAD jj p a w o w w 23 AND SILL IS SIMILAR. Z n w 0 v1 - Q 0 u~ w o N Saw 1U2' / jj 18 a 4 fUl — 07 +` Pp5ORE41rtT., i ryo 53201 '.' 3 ^ 9•• STATE OF : 11 INTERIOR cc3'•.<• o a s d V` 124 8 25 9/ 07/ 2017 3 LUCAS A. TURNER, P.E. 12i. 11 ( I FL FIR # 58201 1239 JABARA AVE. NORTH PORT, FL 3428E PH. 941-380- 1574 SHEET DESGRI?TION; U SECTION VIEW C-C 34 ALTERNATE FIN FRAME DRAWN BY: DATE: SECTION VIEW A - A ADE. 09/12/07 DWG w REV CWS-223 E NOTE: ITEMS NOT SHOWN FOR CLARITY: scALE: SHEET 22, 30-311:2 3OF6 I_ RIPTION VENUO.R ICU\TQtL1L I-- 3 1/8"--{ r 1 211/16" MdI 1/16' t PVC FRAME FLANGE H-6031 r., SH, w/Flg., PVC Mikron PVC Rail, Fxd. Keymark Alum r., SH, w/Fin., PVC Mikron PVC Aeet. Rail, PVC Mikron PVC Sash Meet. Rail Keymark Alum 3otlom Rail, PVC (S.S.R. `or HS) Mikron PVC S.B.R./S.S.R/S.T.R. Keymark Alum rop/Bot. Rail Mikron PVC track Keymark Alum d., 7/8";Fxd., Horiz. Mikron PVC Adapt.,w/ Nib, PVC Mikron PVC x x 2 1 x .187 back PH Tek@k Allmetal 3 PVC FRAME FIN H-6026 j-- 2 3116' 1 61 1116- PVC 'SASH `.MTG. RAIL H-6027 1 3116'-}---t B 1116, PVC SASH TOP/BTM RAIL H-6004 PVC SASH SIDE RAIL H-6028 1 1/2' i 21/6" -—j-1116' 1 FIXED MTG RAIL H-1836 CORNER CONSTRUCTION CORNER WELD ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 1 tl4" 1 t/B' -' 7 1 1 8" 314" 7i, SIB" i i_ t/1'6-' 7. 5 tlt6" L-ut6" r` ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF. SBRISSR REINF. SASH MTG. RAIL S-1776 S-6013 S-6014 S-1498 S-1497 t 16 9l16" 40 I vtfi' L PVC FIXED RAIL COVER S-6063 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 17, 31-32 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW W.CWS.CC. 8200 PVC HORZ. SLIDER NON -IMPACT Z : ¢z: owo ¢woo z W J a zac Oi }>. 0w 3jmLLI-w3zI-3:2x 0 000¢QWOO Uc.>rnl-Za cia O O0j ?Ur!) Z= Qwz U Q3' Woo z Q 2.w>-~U~Ztn W U U w O W O W W !n W O . rn r- W o W~ ul Lu CL a w W P34D E N4yNo 58201 Ot. STATE OF : SSIONALEN`*. 114' r t0 3 16", 9/ 07/2017 LUCAS A. TURNER, P.E. FL PE # 58201 7B' t-O 39 1239 JABARA AVE. NORTH PORT, FL 34288 SCREW SUPPORT PH. 941-380-1574 PVC GLAZEBEAD P-3113 SHEET DESCRIPTION: S- 6064 BOM AND EXTRUSIONS I AIDE 09/12/07 VG N; IREV.: CWS- 223 E ALE: SHEET 1: 2 4OF6 n UU uv Cw. ro it TYP.) 6" MAX. (TYP.) 6- MAX. (TYR) 20" MAX O.C. TYP1, NOTES: 3" MAX. (TYP,) TE 2 3' MAX. (TYP.) INSTALLATION ANCHOR (TYP.) 6' MAX. O.C. TYP.) ANCHOR LAYOUT - (FIN) WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474.. TE2 WWW.CWS.CC 8200 PVC INSTALLATION HORZ. SLIDER ANCHOR(TYP.) NON -IMPACT Q z Qz oO rzO Zwwowaw zoz D-'1=—F O Qi 0 }Ow 3:a] LL w zl-32= O O OaQw00 OOtnOO-Xv~iaZ O.0 co z U 0-) QF-ZLL2zp0 0 of ¢ owFxo? cozw Oowwowow LL O0u1F- a a FwoW>- dI a3xa MVP: CEtJSF•.P`. Ji No 58201 : A O'.• .STATE OF •tom` iF•FC opt 1:•' j: SS ONA ; Ei ,•` 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL. ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 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. 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. 9/07/2017 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 W ITH PRESSURE TREATED WOOD MUST FL PE # 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 WITH STRENGTHS LESS THAN THE MINIMUM 38NORTH PORT, 34288 SPECIFIED IN TABLE 1, SHEET 6. PH. 94TION: -1574 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: 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. AIDE 09/12/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dw k: 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 FMA' AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAlWOMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 5 OF 6 i MIN, EMBEDMENT —;- ®n TYPICAL HEAD ANCHORAGE SEE TABLE'1 j SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN, EDGE DIST. 1/4' MAX. SHIM— ` SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS i SEE TABLE -1 OGALA, FLORIDA 34474 114" MAX. SHIM 1NWW.CtvS.CC- SUBSTRATE BY OTHERS -t— i' SEE TABLE 'I I I I MIN. ED IE D15T.. ! I MIN. EMBEDMENT SEE TABLES PERIMETER SEALANT SEE TABLE.1 8200 PVC BYINSTALLER INSTALLATION ANCHOR--.- I HORZ. SLIDER INSIDE AND OUT — r. SEE TABLE.1 MIN. EMS OMENT SEALANT BEHIND - O 'SEE TABLE `I NON-lMPAGT FLANGE BY INSTALLER' L 114" MAX. SHIM i % 4 Z PERIMETER SEALANT Z Wowo. _i0Q F O YSTALERF- INSTALLATION SEE TABLE 1 SEALANT BEHIND 14" MAX, SHIM. Q---+-` JI I F' FLANGE BY INSTALLER PERIMETER SEALANT MIN, EMSEDMEN' BY INSTALLER Y j SEE TABLE INSIDE AND OUT I I SUBSTRATE BY CTHERS SEE TA5LE1 I- 1--MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BYINSTALLER- nn tio B IN L INSIDE AND OUT u Z O Z-- to _ Y O (t 3: m HZ' AND OUT INSTALLATION ANCHOR ti ZW ZZ 1- 3r a: of Z=< of W 0 0 SEALANT BEHIND SEE TABLE T O C) 0 F- O Q= H Cf O N Z IL~ v) 0. FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER O Z z - z I- =) U) O Z U C Z U- g HORIZONTAL SECTION 01 HORIZONTAL SECTION Q- W O p Z QO6TYPICALJAMBANCHORAGE6TYPICALFIN.ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION K H H 1- H Z tr K } O W OLL Dcc co O W U) W TABLE 1; APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE JANCHOR TYPE I MIN. EMBEDMENT MIN. EDGE DIST. FLANGE 1l2° 1-it8" LANCE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116" iTN TAPCON FLANGE FLANGETFANGE GROUT-FILLED.CMU (ASTM C-90) 3116" ELCO ULTRACON 1-114" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1. 318" 718" FLANGE 2X MIN, SOUTHERN PINE (G=0.55) 10 WOOD SCREW - 1-3/8" - 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 910- 16 HILTI KW IK-FLEXOR IW/ TEKS SELF -DRILLING SCREW FULL THREAD THRU. 0.060" 7fl6" y FLANGE 1/ 8" ALUM. (6063-TS MIN.) OR 1/ 8" STEEL (33 KSI MIN.) 10 GRADE 5 :SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0.125" 7/ 16" FIN 2X MIN, SOUTHERN PINE (G=0,55) B. W.000.SCREW 1-1/2" 112" W O J d W F-Ix a.w .Wfn n F- D-z No 58201 -. p O;. STATE OF :411; fiS G O R 1 DI 9/07/2017 Q LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT ------ 1239 JABARA AVE. BYINSTALLER — NORTH PORT, FL34288 INSIDE AND OUT HORIZONTAL SECTION PH. 941- 380.1574 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY:DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 09/ 12107 MIN. 1/ 4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG 1, IREV.: INSIDE AND OUT. FULL PERIMETER, BY INSTALLER. CWS-223 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS.SCALE: S E . 1/4/2018 Florida Building Code Online i «uV, norq lta 4 a VON BCIS Home. i Log In User Registration Hot Topic's I Submit Surcharge I Stats & Facts Publications 1 FBC Stag BCIS Site Map Links i Search { f7riUC: oj Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4091-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 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws,cc Technical, Representative Jay Lathrop Address/Phone/Email1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext 291 jtathrop@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 Y Validation Checklist - Hardcopy Received Certificate of Independence FL4091 R8 COI EvaiReoort154F.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W D MA/CSA/ 101/ I. S.2/A440-05 2005 AAMA/ W D MA/CSA/ 101 / I . S. 2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By htto:// www.floridabuildino.ora/or/Dr auo dtl.asox?oaram=WGEVXQwtDquz931%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 Lim. s of Use Installation Instructions Approved for use in HVHZ: No FL4091- R8 II CWS-154F.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Other: SH-8100, Max. size 53.125" x 76". Glass complies Evaluation Reports FL4091 R8 AE EvalReport154F.pdf fwithASTME1300-04, Created by Independent Third Party: Yes 4091.2 SH-8100 — SH-8100 Vinyl Single Hung, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4091 R8 II C!Mi C.pdf Approved for use outside HVHZ: Yes i Verified By: Lucas A. Turner 58201 Created by Independent Third Party: YesImpactResistant: No Design Pressure: N/A I Evaluation Reports Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", FL4091 R8 AE' EvaIReDOrt485C.pdf i see installation dwgs. for DP. Glass complies with ASTM E1300 Created by Independent Third Party: Yes 04. I 4091.3 SH 8100 Continuous Head &Sill SH 8100 Vinyl Single Hung Continuous Head & Sill, Non - Impact. I' Limits of Use Installation Instructions Approved for use in 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 i SH 8`100 Vinyl Single Hung Cont. Head & Sill; Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ; No FL4091 R8 II CWS-492C.odf 1 Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see FL4091 R8 AE EvalReoort492C.pdf chart on installation dwgs. for DR Glass complies with ASTM Created by Independent Third Party: Yes ; E1300-04. 4091.5 ' SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail _- F- ------ — Limits of Use installationInstructions Approved for use in HVHZ: No FL4091 R8 tI CWS-293D.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies FL4091 R8 AE EvalReport293D.pdf with ASTM E1300-04. Created by Independent 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 850.467.1395. `Pursuant to Section htin-// u!ww.flnridahuildino.ora/or/nr aoo dtl.asox?oaram=wGEVXQwtDciuz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 2/3 1 /4/2018 Florida Building Code Online 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee, However email addresses are public record. Ifyou 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., pleaseclick here . Product Approval Accepts: Credit Card Safe httD:// www.floridabuildina.ora/Dr/Dr aDD dtl.asox?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3 URNER ENGINEERING R CONSULTING, INC. 1239 .Jabara Ave. North Port, FL 342.88 Ph. 941-380-1574 FBPE C.O.A. 429779 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) Thisreport, 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 -1A, 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-154F. Limitations of Use: This product: May be used in the configurations and sizes and with daylight openings as indicated in CWS- 154F Achieves design pressures as indicated in comparative analysis table in CWS-154F Is non -impact and requires the use of shutters in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires glass as shown in CWS-154F Requires Quanex (MikrOD) white rigid PVC extrusions as shown in CWS-I54F 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. tt n r.r r i ate " Ci !"•lil ' 1•..f Lucas N0 5£3`13 ' ' 8/28/20175 Turner Lucas A. Turner, P.E. 2017- 08-30 15: 58+20:00 W * G. FL PE #58201. 53'. STAYS OF: 41 Al o ONA C a SINGLE HUNG - NON -IMPACT SHOWN W/DIFFERENT OPTIONS) 54 3r8 MAX OVERALL 54 3; FLANGE WIDTH MAX OVERALL 53118' — FLANGE WIDTH MAX. UNIT WIDTH 48151w ^ 4_ M.4X. UNIT WIDTH GLASS DLO A I i--F 48 15116' -- GLASS DLO T-- I 335116" 691/2' OVERALL O I I FLANGE DOSS O ERALL 335116" HEIGHT YE B FLANGE O GLASS MAX HEIGHT DLO UNIT -— t 68 114" MAXHEIGHT3611116" 6 I UNIT HEIGHTMAX. X I 6 GLASS - 3T16" AX li HFSC T I- D.. DLO- SASH ^ X n1.AnS5 63 5116" MAXOVERALL FLANGEA¢` 1 L® 8 465116"--- I"— 465/16" GLASS DLO GLASS DLO EQUAL SPLIT 5 HI SASH ORIEL 54 318" - MAX OVERALL FLANGE WIDTH 53 1/8- MAX. UNITWIDTH 62 1116" MAX uNlr —r HEIGHT 24 i 2011116 I ^ X GLASS 1-- 46 5/16" -- GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.:...1 OP CHARTS & GLAZING DETAIL.......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 SsL9CyhLi®UUt WINDOW. SYSTEMS r I\/ I TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 1900. SW 44TH: AVE, OCALA, FLORIDA 34474 2, GLAZING OPTIONS:. (SEE SHEET 2) W W W.CW S.CC 3. CONFIGURATIONS: " OIX". 8100 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNG NEGATIVE DESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. NON -IMPACT POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E- 1300-04e01109, q z 3 < z 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED Z w o o o < Lo w I_ z ~ IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR. z o z cn >OCf3:m DETAILS. WINDLOADDURATIONFACTOR.CB=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. ZO zz a: d< w p p CJ<=hK 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE' p z N`w Z Z.I_ z N SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, Z O z U vi Z: U U O m O _ 7. ALLFRAMESANDVENTSFULLYWELDED, SMALL JOINT SEAM SEALANT w I= p U5 USED AT'. FIXEDMEETINGRAILANDJAMB. F m w F > o ? W 0 ILrnwU7W8. SERIES ! MODEL DESIGNATION SH-B100: a z = d it 0 Co N 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a a it 3 a X = OPERABLE SASH, 0 =.FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. I ENS; F G 2•. 11..EXTERNAL WEEP SLOT = 1/2" x.2-1l2" LOCATED 4" FROM BOTH ENDS. O aS j v ;- No 58201 p STATE OF : 4ct v Turner%.,Sloivn a` 2017-08-30 1710+20:00 CONFIG. MAX. UNIT SIZE I DESIGN PRESSURE RATING IMPACT RATING EQUAL 53-1/ 8" x 76" SEE COMPARATIVE ANALYSIS CHART; SHEET 2 NONE 5 HI ORIEL 53-1/8" x 68-1/4'` NONE 60140 ORIEL 53- 1/8" x 62-1/16" NONE Y_ 8/28/ 2017 LUCAS A. TURNER, P.E. FL PE # 56201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380- 1574 GENERAL NOTES AND ELEVATIONS BAT 04/ 29l08 IGF 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.) Helghts(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 SO / -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 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -68.9 50 / -66.2 51 1/2 25 50 / -75 50 / -75 50 / -75 50 /-75 50 / -75 50 / -75 50 / -75 1 +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 55 1/2 27 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -69. S 50 / -62.1 50 / -59.5 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 / -71.6 501-71.6 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 / -6314 50 / -63.4 50 / -63.4 50 / -63.4 50 / -62.7 50 / -55.5 1. +50/-53 71 1/2 3S 50 / -64 50 / -59.7 50 / -58.3 50 / -57.3 50 / -56.5' 5D / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 50 / -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 50/-50 If +50 / -50 7/8" OVERALL 7/8' OVERALL 1./8" ANNEALED--'-3/16' ANNEALED 5/8" AIR SPACE - 1/2" AIRSPACE 1/8" ANNEALED f--3116" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 552 OR46 PURFECT GLAZE "H" VZ" GLASS BITE I 1/2" GLASS BITE GLASS TYPE A ) GLASS TYPE B NOTE: IF SIZE INTENDED IS NOT SHCVVN, USE NEXT LARGER SIZE. 71B" OVERALL 118" TEMPERED 5/8" AIR -SPACE 118" TEMPERED SIKAFLEX.552 OR PURFECT GLAZE"N" GLASS TYPE C 7/8" OVERALL 3116" TEMPERED 1/2" AIRSPACE 3/16" TEMPERED SIKAFLEX:552 OR PURFECT GLAZE "H" BITE 1(I ( I IN 112" GLASSBITE 0 GLASS TYPED WISJ@'DW SYSTEMS IZJ 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W .0 W S.CC 8100 PVC SINGLE HUNG NON -IMPACT a z 3 4z I-. owo owoo o Q ro 3m I, rw z1-3= Z Zz"t<= 00 U U zaI na Z ZO i=Z2zo ooKmi2QOF1= -zco0 w 'wC::wowwwLL (nIE OJtn4- a s w Lu F- NOREtt ll'o gyp. :GEAJSF•.: Pam'•. J N. 58201 O; STATE OF .' ul111"i WOO f 12-s:r_ 1 8/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941380-1574. SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAI'.'N6Y;. DATE: BAT 04/29/08 DWG N: REV.; CWS-154 I F scALe, SHEET 1:1 2 OF 6 miaINTERIORWINDOW. SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 54 12 38 35 32 48100 WVJW,CWS.CC PVC 70 SINGLE HUNG NON -IMPACT D Z 3TJ532 z W Z W a Q"zO z Z S Q.D, W p33i 15 53 it 6 66 `1& 4 O SECTIONS-B a 81OV,9F a z-zz a, 53— NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, Z Oz —2;7G- r - LL l O O u zz - RIGHT SIDE SHOWS SASH SECTION VIEW. Q O F z u O.w r zrnw OJ(n. H. 14 39 O.. 5. F-0 w:r . . ao, n n a o NnREi"r<< 71 r. INTERIOR 9 VVErJs Gpa± 48 No 5S201 O; STATE. OF 7L'/ 54 i6 u6 0 v; j \ 6 69 yiZ 48 8/21 J2017 LUCAS A. TURNER, P.E. 30 &`_ FL PE # 58201 1239 JASARA AVE. 30 NORTH. PORT, FL 34288 o 45 I PH.941-380-1574 SECTION C-C snEET DESCRIPTION: ev ALTERNATE FIN FRAME I SECTION VIEWS SECTION A -A DRAWN BY: DATE: BAT 04/29/08 OWGa: REV: CWS-154 F NOTE: ITEMS NOT SHOWN .FOR CLARITY: 20, 23, 25-26, 31, 36, 37, 44, 51-52, 55-56, 64, 67-6B SCALE: SHEET 1:2 3 OF 6 PARTS LIST 1- 31/8" { T- 6 t 15zt6' i tC 9 5/8' Jll--- I PVC SASH STM. RAIL I--1"--H-6028 PVC FRAME FIN H-6026 31I6" 3(16" III , (' 1. _ ( 1 I ` I - 13 21t116" 4 ( tli 6^ i V16' o Q' PVC SASH SIDE RAIL H-6004 ANGEPVCEH6 1 1!8" 1 v6"-''—''1 5/16"-- I i I 112' 1 1g. tl i It rnV- 18 I-` i-'/t6" . L L 1116 PVC SCREEN SUPPORT PVC SCREEN CATCH S-6014 S-6013 3/4":—i___..+ L t^ 0 T- ,. i3 1/t6" 1 1116" REINF,.SASH MTG. RAIL REINF. SBR/SSR H-1497 S-1498 1/2" 3116" 1 I 3.__ 70 f SCREW SUPPORT P-3113 ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 23/16"— 6 1 516" i PVC SASH MTG. RAIL H-6027 1 112`--1 5 2 i/8' ---t/16" FIXED MTG. RAIL H-.1836 a - 131t6' F451 1lt6 PVC SASH STOP S-6029 14) 7/8" 16L_ t PVC. GLAZING BEAD S-6064 9116 151 16 tils" PVC FIXEDS-6063 COVER FRAME CORNER CONSTRUCTION CORNER S LD ALL SIDES) i1:8 37. SCREWED TOGETHER WITH D MEETING RAIL DUTERFRAME? 1:8 V f n/J(0%}f -Ma(YtY6Yl11444 uutr WINDOW SYSTEMS 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 WWW.CWS.CC ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr„ SH, w/Flg., PVC. Head Mikron Vinyl 2 H-6031 Main Fr., SH, vl/Flg., PVC, Sill Mikmn Vinyl 3 H-6031 Main Fr., SH w/FIg...PVC, L. Jb, Mikron Vinyl 4 H-6031 Main Fr., SH, wlFl PVC. R. Jb. g.. Mikron VinylY 5 H-1836 Meet. Rail, Fxd. Keymark Alum 8100. PVC. SINGLE HUNG NON -IMPACT 8 H-6027 Sash Meei, Rail, PVC! Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot, Rail Mikron Vinyl 13. S-1498 Reinf, S.6.R./S.S.R Keymark Alum 14 S-6064 Giz. Ed.,7/8",Pxd., Horiz. Mikron Vinyl 15 S-6064 Glz. Bd., 7/8",Fxd.. Vert, Mikron Vinyl G w o Z OI z K w a. Z a: Z 3 C z 3 p Lu C' ¢ F o wzOZ' o' ~ z !Z F w. Z O S Z= 2 Q Z O 0 O Z IL 0 a p Z V j z j U NgOu_ O XQOF- OF-O_Z O 2EOoorrnowmw i 0- X.O N Z w wan: 16 S-6064 Glz Bd., 7/8' Sash, Horiz. Mikron Vinyl 17 S-6064 Glz. Bd., 7/8",Sash, Vert. Mikron Vinyl 18 S-5013. Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 S-6029 Scm. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Slop! Filler, PVC, Vert, Mikron Vinyl 24 P-2190 Balance BSI 26 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip 651 SS 27 P-3783 Lock Impact, PVC Interlock 28 P-4069 Keeper. Impact, PVC Interlock Za_mac 30 P-4479 Weep Cover w! Flap Gaer Plastic 32 P-3429 Wstp.. 0.270x .187 back FinSeal, Gray Ultrafati 33 P-3429 Wstp., 0.270 x.187 back FinSeal, Gray Ultratab 34 P-3429 JJstp., 0.270 x ,487 back FinSeal, Gray Ultrafab rJ10RELV 4P Vp.?•'GE NSF G Q'L. No 59201 STATE OF :. W 0, ,,T P.`- F ' L.Q R t V SS/ONA1-;P` 8/28/2017 35 P-3429 Wstp., 0.270x .187 back FinSeal; Gray Ultrafab 36 P-3429 Wstp., 0.270 x .187 back FinSeal; Gray Ultrafab 37 P-4638 8 x 2-1/2 PH Mod. Truss Type A, Tek 2 Ajax Steel 38 P-3768 8 x 0.625 Ph PH SMS Hub City Steep 39 P 051W 98 x 1.250 Ph FH TEK, -W ht. Hub City Steel 40 P-4264 98 x 314 FH PH w/#6 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 Sikatlex 552 or Purfect Glaze "H" SikafHenkelj 48 P-3352 Set. Blk., 85 Dur., 118" x 516" x 2" Lg. F, Lowe Rubber 51 P3881 Temporary Lbl. (NFRC/DP 52 P-3613 CW S Lbl. (logo) Pro Label 53 Glass, Fixed (See Sheet 3)3116* 54 Glass, Sash (See Sheet 3) 55 P-3281 Spacer (see Sheet 3) Duraseal 56 P3281 Spacer (see sheet 3)- Duraseal LUCASA, TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT-, - 1 34268 PH. 9d1-380-1574 T 62 P-3218 Screen Frame,. Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettenve Fiberglass 66 P-3228 Screen Spline, .155 Dia.,. Wk. Cape Vinyl SHEET DESCRIPTION: BOM AND EXTRUSIONS 67 P3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spri ng, SS Fl. Screen SS 69 H-6026 Main Fr„ SH, w/Fin., PVC Mikron Vinyl 70 P-3113 Screw Support for PVC T. Plastics Nylon oRAwN BY: BAT I DATE: 04129/08715-6063 Fixed Rail Cover Mikron Vinyl LINE 6-7, ALL EXTRUSIONS DWG#: CWS-154 REV.: F _ IITEMS 11, 21-23. 29, „1. 41-43: 47, 49-50, 57-612931. 41 NOTE: scALE: 1:8 SHEET 4OF6, WINDOW SYSTEMS L 1900.SW 44TH AVE. 14" M11AX. O.C. {TYP.) 4" MAX. (TYP) F 8" MAX. O.C. (TYP,) OCALA, FLORIDA 34474 G" MAX. (TY P.) SEE NOTE 2 4- MAX. (TYP.) ___ I- SEE NOTE 2 W W W.CWS..CC 6" MAX. (TYP.) i _- I I g'• MAX O.G. O TYP.) lCi I MAX. O.C. TYP.) THRU FRAME ANCHOR I--L I ---MEETING RAIL AT FIXED MEETING RAIi 4" (TYP) 1 CENTERLINE (TYP.) I 4" (TYP)J V INSTALLATION II ANCHORS TYP. 4 ANCHOR LAYOUT -(FLANGE) ANCHOR LAYOUT (FIN) INSTALLATION ANCHORS TYP. 8100 PVC SINGLE HUNG NON -IMPACT Q. z ¢ Z'S r owo atW0zwWJO u zOz ~ Z' 0 Q.w>-om3:m LLr-.Z-= t : z z Hn'• 0 OOO 4N z0 a z- p Z 1- D 0) zOz5,6ZDO_ K ¢ WO.M0Z W O OK y 0 W O W ZSL)= D OJU)r a pI.uO a0 r a a wx3aw f No SS201 53 STATE OF : u/ O p 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 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE ALLOW y f- CONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ED. 8/ 28/2017 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 W ITH PRESSURE TREATED WOOD. MUST FL PE 11158201 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 WITH STRENGTHS 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 CONCRETEICMU.OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE - IX BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7, A MINIMUM CENTERJO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE: B. 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 04/29/08 REV.: SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET, 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: IDWG#: CWS-154 F SCALE: SHEET FM0.1AAMA 100(FIN WINDOWS). FPAA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),.FMA/AAMA^NOMA 300(EXTERIOR DOORS) 1: 25 5 OF 6 MIN. EMBEDMENT' TYPICAL HEAD ANCHORAGE SEE TABLET SUBSTRATE VV- (Y.67/LY UUU' BY OTHERS WINOOVV SYSTEMS MIN. EDGE DIST. 114" MAX SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE j 1— 1900 SW 44THAVE. SEE.TABLE1 SEE TABLE 1 BY OTHERS I i V4"NAX.SHIM-----y{{ FSEE TABLET WVUNACVJOCCA34474 SUBSTRATE BY OTHERS -- SEE TABLE 1 ti MIN: EDGE DIST. MIN. EMBEDMENT - ( SEE TABLET iSEETABLE18tI .1. PERIMETERSEALANT- I 00 PVC BY INSTALLER jINSTALLATION ANCHOR — INSIDEAND OUT / ' iI SEE TABLET i SINGLE HUNG J/ —h MIN EMBEDMENT SEALANT BEHIND SEE TABLE 1 NON -IMPACT FLANGE BY INSTALLER L 114" MAX. SHIM j j a Q Z 3 Qz~S PERIMETER SEALANT Z w 0 Q t W O wPERIMETER SEALANT BY INSTALLER w Z O Z a F Z I - BY INSTALLER INSIDE AND OUT H W Z O 3 INSIDE AND OUT INSTALLATION. ANCHOR Z Z S 2. 6 a W 0 0 SEE TABLET O01-0 d.=ha SEAINSTALLATION ANCHOR FLANGE BYINSTALLERSEALANTBEHINDTBEHINDU U rn ? o_ F' a SEE TABLE 1 - / FIN BY INSTALLER 0 p U V 7 B HORIZONTAL SECTION / C HORIZONTAL SECTION ¢ F- Z Z O U- O 6. TYPICAL JAMBANCHORAGE 6 TYPICAL FIN ANCHORAGE ry 2 F O Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION H a 1- } S) y> O f F1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER O i PERIMETER SEALANT MIN. EMBEDMEN' BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 i-" MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN; EMBEDMENT MIN. EDGE DIST. FLANGE CONC V 1.118" NGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16- ITN TAPCON 1" FLANGE FLANGE GROUT - FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2X PAIN. SOUTHERN PINE (G=0.65) 3/16" ITN TAPCON OR ELCO-.ULTRACON 1 3/8 7/8 FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 100WOODSCREW - 1-3/8" 7/8" FLANGE 16 GAUGE ( 0, 060" ) MIN. STEEL STUD 33 KSI YIELD MIN) 10.16 HILTI KWIK-FLEXOR-. ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU- 0.060" FLANGE 1/8 ALUM. ( 6063-T5 MIN.) OR 1/8" STEEL ( 33 KSI MIN.) 410 GRADE 5 SELF -TAPPING 1 DRILLING SCREW FULL THREAD THRU 0.125" FIN 2X MIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-112" w R a if m o w o w a0 w In 0' a. 0 In a w aD- a3a l' ko.REta ' 1,,, GpS.ti.0 E N.y'.%Q J" N. 58201cc a'. STATE OF . 0 G hS/ONAt N', I y Q LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT— -'' 1239JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSM AND OUTHORIZONTALSECTIONPH. 941-380- 1574 p1 BOX FRAMEINSTALLATION SHEET DESCRIPTION. SIMILAR. FOR SILL AND JAMBS 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 BY: DATE: BAT 04/29/ 08 PAIN. 1/4" FILLETOF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#: Rev.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, j CWS-154> F PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: 1:2 SHEET 6 O F 6 1/4/2018 Florida Building Code Online a i5 e I tT i . 3,f c i fPr , It ss,i BCIS Home ( log In ;User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ? Links Search Florida Pro duct Approval USER. Public User Product Approval Menu > Product or Application Search > Application List > Application: Detail FL # L4452-R6 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 Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala; FL 34474 352) 368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Casement 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 vl Validation Checklist - Hardcopy Received FL4452 R6 COI Eva IReport 160E.pdf Standard ANSI/ AAMA/101/IS2/A440-05 PA TAS 202 Year 2005 1994 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxDnWtyg6SfkpXy3ORPNUIdIPgnxbVUOQ`/pad 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products t.. .... . FL # I Model, Number or Name 1 Description 4452.1 8400 Vinyl FIg/Fin, Frame Casement 8400 Vinyl Flg/Fin Frame Casement Window Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4452 R6 II CWS-160E.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: 8400 Vinyl FIg/Fin Frame Casement Window C-R65 1 FL4452 R6 AE EvalReport160E.Pdf 36 x72) +65/ 65 psf. Glass complies with ASTM E1300 04 Created by Independent Third Party: Yes 4452.2: CA 8400 Vinyl FIg Casement Window CA-8400 PVC Flg Casement Window, Non -Impact, 36" x 72". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL44S2 R6 II CWS-508C'.pdf 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: See Installation Drawings for Design Pressure. Non- FL4452 .R6 AE EvalReport508C.Ddf Impact, Max. size 36" x 72". Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. Contact Us ;: 2601 BlairStone. Road, Tallahassee FI. 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 notsendelectronic mail to this entity: Instead, contact the office by phone or by traditional mail. If you have any questions,. please contact 850.487.1395. `Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012,:.licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emailsprovided maybe 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`. Credit Card Safe y,,.P c1 http://www. floridabuilding. org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxDnWtyg6SfkpXy3ORPNUIdIPgnxbVUOQg/o3d 2/2 I TURNERENGINEERING & CONSULTING, INC. 1.239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 160E August 28, 2017 Product Description: Series 8400 PVC Casement Window, Non Impact, 36" x 72" unit size 37 1/4" x 73 1/4" flange size, 1/8 or 3/16 Annealed or Tempered IG Glass Manufacturer: Custom Window Systems, Inc. 1900 SW 441h 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 corrmplies 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-160E, signed and sealed by Lucas A. Turner, P.E. 3) Test .Reports NCTL-210-3586-3, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. on 4/20/09 a. 'Testing Performed: AAMA/WDMA/CSA ] 01/I.S.2/A440-05 4) Supplemental Calculations to support CWS-] 60E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-160E. Limitations of Use: This product: May be used in X configuration in sizes up to 36" x 72" unit size, or 37 1/4" x 73 1/4" flange size, with max. glass daylight- size of 29 1/4" x 64 1/4" Achieves design pressures as indicated in comparative analysis table in CWS-160E Is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires 1/8 or 3/16 Annealed or Tempered IG Glass (E1300 limitations prevent the use of 1/8 Annealed IG glass in sortie sizes as indicated in CWS-160E) Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-160E 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. j.'$tIIIItIII,,, ri Lucas I\o 58201 u= ZTurnerrzd 2017-08-30 oSTATE OF ed 8/28/2017 16: 00+20:00 r'' ",'~ Lucas A. Turner, P.E. fSfiti` L,+ FL PE #58201 CASEMENT - NON -IMPACT 73 1I4" MAX. FLANGE j HEIGHT B 72" MAX UNIT HEIGHT i I 70- MAX. SASH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAILS & DP CHART........2 SECTION VIEWS ...........................3 BOM & EXTRUSIONS .......................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAILS., ........... _6 37 114' MAX. FLANGE WIDTH 36- - MAX. UNIT WIDTH 34" _ MAX.. SASH WIDTH A- BI I I I I I A C ' 6J A 231(Z GLASS DLO LEFT HINGE SHOWN RIGHT HINGE -OPPOSITE DLO GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDABUILDINGCODE (FBC), CURRENT EDITION, 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "X". ALL WINDOWS OPEN TO OUTSIDE.- LEFT OR RIGHT. 4, DESIGN PRESSURE RATING (SEE SHEET 2): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-0001109. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. 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. B. SERIES/ MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING SEE COMPARATIVE ANALYSIS 36" x 72" NONE CHART, SHEET 2 Lucas Turner 2017- 08-30 17: 11+ 20: 00 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W. CWS.CC 8400 PVC CASEMENT NON -IMPACT I Q ? QZo owo o w Z.. pZ HZOOTV-- uw Z. -32 0Z— CnZ Z 00 U v 0 0— 1-za.EpOLLZ 2H rF .O Z 1¢- I-} 0w0 OO Wo0JU) I- Z a 0 W~0 iaH a a a Gp ..-, GEtdSF w N. 58201 •': p 04 STATE OF t zz_ 8/2812017 LUCAS A. TURNER, P. E. I FL PE 4 58201 1239 JABARA AVE. NORTH PORT, FL 34288 j PH.941- 380-1574 GENERAL NOTES AND ELEVATIONS AIDE 07/27/07 VG 4: REV.: CWS-160 E ALE: I SHEET 1: 15 I 1 OF B DESIGN PRESSURES (PSF) FOR "X" CONFIGURATION Unit Glass Unit Height (in.) Width (in.) Type 18 24 30 36 42 48 54 60 66 72 A 70.0 / -97.5 70.01-97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0'/ -97.5 18 B, C, D 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 /-97,5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 24 A 70.0 / -97.5 70.0 / -97.5 70.0 -/ -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -92.9 70.0 / -81.9 70.0 / -74.2 70.0 /'-70.0 66.51-66.5' B, C, D+ 70 .0/-97.5 70.0 1-97.5 7D.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -87.8 A 70.0 / -97.5 70.0 / -97.5 70.0 / -93.6 70.0 / -93.6 70.0 / -93.6 70.01-88.7 70.0 / -74 6 30 B, C, D 74.0 7 -97.5 70.0 / -97.5 70.0 / -93.6 70.0 / -93.6 70.0 / -93.6 70.0 / -93.6 70.0 /' -93.6 70.0 / -93.6 70.0 / 82.6 70.0 I -73.9 A 70.0 / -86.7 70.01 -73.1 66.9 / -66.9 65.0 / -65.0 65.01 -65.0 65.0 ! -65.0 65.0 / -65.0 36., B, C, D 70.0 1 -86.7 70.0 / -73.1 66.9 / -66.9 65.0 / -65.0 65.0 / -65.0 65.0 / -65.0 65.0 / -65.0 65.0 t -65.0 65.0 /-65.0(_ VS" OVERALL 7/8' OVERALL 118" ANNEALED - + 3/16" ANNEALED S18" AIR SPACE 1/2" AIRSPACE 118" ANNEALED 3/16' ANNEALED PURFECT GLZE"H" SIKAFLEX552 I I PURFECT.GLZE "H' 3 SIKAFLEX552 1/2' GLASS BITE GLASS TYPE A NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE, 2. SHADED SIZES ARE NOT ALLOWED FOR THAT GLASS TYPE. 112" GLASS BITE ED GLASS TYPE C 718"OVERALL 118" TEMPERED 8" AIR SPACE 111/8" TEMPERED ZE "H" 2 ITE GLASS TYPE D 718" OVERALL 1/2' AIRSPACE 3116"' TEMPERED PURFECT GLZE"H" SIKAFLEX552 1/2" GLASS 817E WINDOW SYMMS Lk 1900 SW 44TH AVE. OCALA. FLORIDA. 34474 vvww,cwS.cc 8400 PVC CASEMENT NON -IMPACT a z 3 ¢z3 ou.Io Q-owo z ZQz WFKZ o FW Zo 2= 0 o1=oa<wpO v 00I-z 1--0o- o 2z- 0z"6 DU- Ow770_ H d r Z SKI--, 753 0'Kmnwrnw Lutn: O mr zWa0 Wr0 cL _ a x d ORE W P4r '. v SD No58201at• STATE OF VN 8/ 2820 LUCAS A. TURNER, P.E. FL PE P 58201 1239 JABAR:A AVE. NORTH PORT, FL34288 PH. 941-380-1574 COMPARATIVE ANALYSIS AND GLAZING DETAILS ADE 1 07/27/07 CWS- 160 E ALE: I SHEE7 1: 1 20F6 owgo . WINDOW SYSTEMS NTERIpR 1351 (33 OCA A, FLORIDAAVE. OCRLA, IORI34474 j Www. CwS.CC 29 ( 221 11 So 4 48 i o 8400 PVC j CASEMENT 1s OD NON -IMPACT 48 18 1 az 484Y.OB 51 51 LL 810 31. 5147 18 V Z ZZF~=- SECTION VIEW B-B Q O z. U 22 pw2moK 0Q w tnU— Z.L p0 O v2LLwOW O vlf Wfew - pQ_- r:oH a w3aN aINTERIOR Op`'.GEraSF G?-: 40 tit * a r STATE OF W 73 453 SLR, 0— r G_ ® 36 5 cn 8/28/2017 I L-1 LUCAS A. TURNER, P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT, FL 34288 O J 39 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A -A ALTERNATE FIN FRAME SECTION VIEWS DRAWN BY: 'DATE: ACE i 07/27/07 DWG R: REV.: ITEMS NOT SHOWN FOR CLARITY: C' NS-160 E scuE: SHEET 14, 16-17. 19-20, 25, 27, 32, 34, 37-38, 42. 44-45, 50 1: 2 3OF6 PARTS LIST 3118°~ FRAMEAND ' SASH CORNER i CONSTRUCTION I Q QQ j 2) - 3/ 16" =- 0s6 3111ts 4 716^ I Iot/ ts" PVC GLAZING BEAD LD S- 6064 CALL SIDE) ALLSIDES) 8PVC FLANGE FRAME H- 6o306 2 sn6•— 3—-- 58 I 71ts T-j f D- 6 . 46 I o (R7l 1116 t6' 2114, yl 9C01L, .062 X .656 COIL, .05 X:.437 1t116" P<I491 P-4050 o L— PVC SASH H- 6008 r' T— ails - 1 s^ tlts Sn 6" 5n6" I SCREEN RAILSIDEBTM SCREEN RAIL TOP/SIDE H- 1592 H-1593 1 — 3 i/8^ -j 3/4'—'— I_ I 11/ 16" st Q 5 1— - 8 SASH REINF. S- 1505 4 vr' — 1/ ts' o 112•----- 3116' H 3, Lt^ T - is SCREW SUPPORT PVC' F6 FRAME P-3113 H- 6030A y( WINDOW SYSTEMS 1900Sw44THAVE. OCALA. FLORIDA 34474 WWW. CwS.CC ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-60308 FR., CASE.; MAIN, HEAD MIKRON PVC 2 H-6030B FR., CASE., MAIN, SILL MIKRON PVC 3 H-.6030E FR., CASE., MAIN, JB., RIGHT MIKRON PVC- 4 H-5030B FR., CASE., MAIN, JB., LEFT MIKRON PVC 5 H-6030A FR., CASE., W/ FIN MIKRON PVC 8400 PVC CASEMENT NON - IMPACT 6 H-6008 SASH, CASE„ TOP RAIL MIKRON PVC 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9 H-6058 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM J z w 9 Z zOo z T w a per, D- z oT JoaoZ p z K~ z~ acn- yp 3m Zw3zT _ z1-0L3< O O t- p Z a y 0 CL z j z? r n p Z p vn z o p v i- - , m O p - Z 3p - = p - y U z oF } $ p p o u o w vi w n. p n cn W w oa GLASS 2 13 P- 028 SE12 E. BIKE 85 OUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER 14 P-3029 SCREEN LIFT -OUT SUMMIT 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 16 P-3195 SCREEN SPRING, NO HOLE TENSION 17 P-3197 SCREEN CORNER KEY M&M NYLON 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME. AMESBURY RUBBER 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA 20 P-3281 SPACER, DURASEAL, SEE SHEET 3 DURASEAL TRUSEAL' 21 P-3342 SEAM SEALER, SM-5504 SCHNEE SILICONE 22 P-3429 WSTP., .270 X.187 BACK; ULTRA FIN, BLACK, SASH ULTRAFAB 23 PURFECT GLAZE "H" , SIKAFLEX552 HENKEL, SIKA 24 P-3539 8 X 3/4" QUAD PH TEK; ZINC, SCREW JG o` yNOEEs r No 58231 zb c'= n STATE of :tr 4: p(OR. OR . , SS' ONA `E F`i z 3/ 2S/2017 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 26 P-3587 8 X 1" PH FH TEK2, SS, SCREW FASTENAL SS 27 P-3613 CWS LBL. (LOGO) 28 P-3685 CS-8400 GOLD CERT. LABEL; NFRC TAB 29 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 30 P-3881 TEMPORARY LBL. (NFRCIOP) 31 P-3940 SNUBBER, SS, PVC 32 P 4003 TIE BAR GUIDE, ROTO. HDWE. ROTO 55 33 P-4004 8-32 X 1/2" PH PH, MS, SS (ROTO HDWE, LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Usew/ P-4006) ROTO SS 35 P-4008 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 36 P-4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P-4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13") ROTO SS 38 P-4010 STUD BRKT., ROTO OPER,; LH., ROTO HDWE. ROTO SS 39 P 4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4(8mm) ROTO NYLON 40 P-4014 HANDLE, STD, ROTO OPER, ROTO HDWE: (WHITE) ROTO' ZINC LUCAS A. TURNER. P.E. FL PE ft 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 41 P-4018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 P-4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) ROTO SS 43 P 4021 8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROT FASTENAL SS 44 P-4024 GASKET, ROTO OPER.. ROTO HDWE., 1/15" HOP 45 P-4031-P-4040 TIE -BARS, ROTO HDN1E. 1-5 LOCKPQINTS, SS (BY OA HGT.) ROTO SS SHEET DESCRIPTION: BOM AND EXTRUSIONS j 46 P-4050 REINF, COIL -ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION STEEL ALUM 47 P-4043 STKE MULTIPOINT RIM&M NYLON 48 P-4146 t48 x 3/4 PH FLAT TEK SS FASTENAL SS 49 P-4491 REINF. COIL -ALUMINUM, 5052-H32 (,062 X.656); HD PRECISION STEEL ALUM' DRAWN BY; AIDE DATE:_ 07127/ 17 50 P 3641 6 x 5/8".PH.FLATTEK #7 HEAD, SS FASTENAL SS 51 S-1505 JKLINF. CASE: SASH KEYMARK ALUM I CWS- 160 I—: E 52S46064GLZ. BD., 7/8" MIKRON PVC I NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: 1: 2. SHEET 4 OF 6 12 518" MAX. 0. 6" MAX. (TYP.) 6" MAX (TYP,) 12' MAX. O.C. TYP.) INSTALLATION ANCHOR(TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD, 4• 4" 6-THRUFRAN HINGE SIDE JP C900'! NOTE2 WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 wwvl.cws.cc INSTALLATION 8400 PVC ACNHOR(TYP.) CASEMENT NON -IMPACT a z 3 4Z I- Owo wwoo O z0.Z>,0 X31m 1.1 la-. W Z:1- 3: 2 x Z zrmaofWoo U 001,-ZaF-0CL O ZZI'-aN z (. O O n U- Q I-wmooo Z w 1 in 0 Xw o w O w z w o f n d ffW w[I! 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 1/16" 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 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. DISSIMILARMETALSOR 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, IFUSED. INTO SUBSTRATE.- 1XBUCKS ARE OPTIONAL. 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), FMAAMDMA 250(BOX WINDOWS), FMA/AAMAI'NDMA 300(EXTERIOR DOORS) N0PptORE No 58201 STATE OF z_ 8/28/ 2017 LUCAS A. TURNER, P,E.. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 3,1288 PH. 941-380- 1574 SCHEDULE AND NOTES ADE 1 07/ 27/07 VG N: I REV.: CWS-160 E ALE: SHEET 1: 14,29 5 OF 6 NAIN. EMBEDMENT (o%%J.Cam m SEE TABLE I— SUBSTRATE WINDOW SYSTEMSTYPICALHEADANCHORAGEjByOTHERS ! 1/4" MAX, SHIM — SEE TABLE MIN. EDGE DIST. SUBSTRATES 1900 SW 44TH AVE. I t SEE TABLE 1 BY OTHERS OCALA, FLORIDA 34474MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 I 1/4" MAX, SHIM -- I - W WW.CWS.CC SUBSTRATE BY OTHERS SEE TABLE 1 1 SEE TABLE 1 U 8`+w ,t 0 PVC MIN, EMBEDMENT (1- 1 PERIMETER SEALANT- SEE TABLET INSTALLATION ANCHOR-H-- _ CASEMENT BY NSTALLER SEE TABLET U j INSIDEAND OUT I ( SEE TAB EMIN.DI NON -IMPACT SEALANT BEHIND (^ }- 7 O FLANGE BY INSTALLER O 1 114' MAX. SHIM. O a I I, ¢ IO f `-_-PERIMETER SEALANT Z Ow C1 a W O Ow PERIMETER SEALANT I BY INSTALLER w Z O Z IY - Z!= INSIDE AND OUT D ¢ - w } O CC m BYINSTALLER w 1- w Z I-..? 2INSIDEANDOUTINSTALLATIONANCHORZZ= 2 Q It 0 0 SEALANT BEHIND SEE TABLE 1 O O U O O a F V) a FLANGE BY INSTALLER SEALANT BEHIND 0 Z - S 2 Z to FIN BY INSTALLER Z 0 C9 D O - HORIZONTAL.SECTION: / t,. HORIZONTAL SECTION a p Z, 2 Z O LL- UOZ_ INSTALLATION ANCHOR i 6 TYPICAL JAMB ANCHORAGE B HEATYPICAL FIN ANCHORAGE Q D AND SILL SIMILAR FOR FIN INSTALLATION Q X O} ? 0SEETABLEI }U3:LD r w 0001 WcujV7w SEALANT BEHIND -\ U (' V4" MAX. SHIM FLANGE BY INSTALLER I' PERIMETER SEALANT MIN. EMBEDMEN BY INSTALLER SEE TABLET INSIDE AND OUT SUBSTRATE BY OTHERS- - SEE TABLE 1 I - - MIN. EDGE DIST. SEALANT UNDER SCREIN EE TABLE 1 HEAD BY INSTALLER /_.,P1 VERTICAL SECTION _ 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3116" ITW TAPCON FLANGE 1" 2" CONCRETE (2.85 KSI MIN) 3116" ELCO ULTRACON 1" FLANGE GROUT -FILL - 2-1/2" FLANGE 2XMIN. SPRUCE -PINE -FIR (G=0.42). 3/16"1TW TAPCON OR ELCO ULTRACON 1-316" 7/8" FLANGE 2XMIN. SPRUCE -PINE -FIR (G=0.42) 910 WOOD SCREW 1-318" 718" FLANGE 16 GAUGE (0.06U) MIN. STEEL STUD 33 KSI YIELD MIN) 910-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7116„ FLANGE 118" ALUM. (6063-T5 MIN.) OR 118" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING ! DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMIN. SPRUCE -PINE -FIR (G=0.42) 48 WOOD SCREW 1-112 7/16" NOTE: ADDITIONAL THRU-FRAME ANCHORS r 0 coZ= a of p n AS SHOWN IN DIET. B/6) REQ'D AT THE HINGE 0 w ~ 0 0. = >_ 2: SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. a a a j; .``Pr'.ORE4V Jaii 41Gr cE N`!RGpi J' No 98201 :10 cr 9 STATE OF : LU+ O L \ AF ONA D 8/28/2017 t LUCAS A. TURNER, P.E. y FL PE # 58201 1239 JABARA AVE. BYINSTPERIMETERSEALANT------LANI'--- NORTH PORT, FL 34288 INSIDE AND OUT p"\ PH. 941-380-1574 HORIZONTAL SECTION SHEET DESCRIPTION: BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR: BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 07/27/07 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG k: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-160 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET SHOWN - FOR FLANGE WINDOWS. 12 6 OF 6 Florida Building Code Online Page I of 2 wllf Y ....: fb X 9 BCIS Home Log In I User Registration Hot Topics ( Submit Surcharge ! Stats & Facts I Publications FBC Staff BCIS Site Map Links I Search FiC I>3 st j Product Approvalbill a USER: Public User Product Approval Menu > Product or Application Search > Application tiSt > Application Detail 1 FL # L16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived. C! Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@cws.ca Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 Ri Validation Checklist - Hardcopy Received FL16177 R2 COI EvalReoort812C.pdf Standard AAMA/W D MA/CSA/ 101/I. S.2/A440- 08 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Year 2008 2005 2009 1994 http://www.floi-idabuilding.ora/pi-/pi- app_dtl.aspx?param=wGEV XQwtDdvyf4ngAXh 10... 12/14/2017 Florida Building Code Online Page 2 of 2 61, 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 77.1L SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limt s of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 II CWS-812C.Odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner S8201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. FL16177 R2 AE EvalReoort812C.Ddf Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Sack n-_- Contact us :; 2601 Blair Stone Road Tallahasc efL 4 399 Rhone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State. of Florida.::. Privacy Statement Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want. your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail.: If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(i), Florida- Statutes,; effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have. one. The emails provided may be used foe 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 Ir you are a licensee under Chapter 455, F.S., please click here . Product Approval. Accepts: m Ul n rC R Credit Card Safe littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgNryf4ngAXh 10... 12/14/2017 T UNE ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, 70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 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-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-21.0-3815-1A, -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 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: May be used in O/X configuration in sizes and with max. glass DLO heights as shown in. CWS- 812C a Is impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (l/8Ann-.090PVB-1/8Ann) inboard lite Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 1.6-1117.02t Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6t' 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. ISIf jl Lucas No 58'01 ' Turner 2017- 08-30 pO STATE OF ,W 16: 11 +20:00 0• P ; w,: 8/29/2017 R ,.`' N' Lucas A. Turner, P.E. IONAI frs FL PE 458201 SINGLE HUNG - 63' MAX. OVERALL FLANGEHEIGHT B I 61 3/4• MAX. UNITHEIGHT I 30 3116" I MAX. SASHHEIGHT ^ I LJ TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS. & B.O.M........................4 ANCHOR SCHEDULE & NOTES INSTALLATION DETAILS....................6 53118" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 47 71176" GLASS DA L A 45 1/16' — GLASS DLO 48 3/8• MAX. SASH WIDTH GENERAL NOTES: f V,,,,r,ob CT1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS 15 TOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 19W SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: "OfX°. SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT 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 a o W- w 0 ASTM E-1300-04e01/09. z W - o 5.- ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED uj ZOZ Kk- 1-- d rn E O W m z i.i z w INTHEDESIGNOFTHISPRODUCT. SEE SHEET 6 FOR ANCHOR a 00 p DETAILS. WINDLOAD. DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O UO O O I j a =_ ~- ANCHOR CALCULATIONS. Z -. cn - Z F j N B 26.13116" 6. PRODUCT APPROVED FOR IMPACT RESISTANCE.. SHUTTERS ARE Z ' 2 OZ = az GLASSNOTREQUIRED. Q O l Z DLO7. ALL FRAMES AND VENTS FULLYWELDED. SMALL JOINT SEAM SEALANT w LD KO >- :) w w w USED AT FIXED MEETING RAIL AND JAMB. a z = a w 0 N 8. SERIES / MODEL DESIGNATION SHA100. tr x I_0 ELM au, w aaS. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH rpnurr. p 4 PTSOREW 14 10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN SIMILAR 5 •' GEN OP: •J SF'•.Pv. GLASS LOCATION. No 59201 DLi 11. EXTERNAL WEEP SLOT = 1/4" z 1-114" LOCATED 4" FROM BOTH ENDS. C pro= :t B9 ; STATE OF J4): MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING RATING 51- 7/8" x 61-3/4" 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017- 09-22 Z 13: 36-04:00 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 56201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS BAT 06/18/12 DWG*. REV.: CWS- 812 C SCALE: SHEET 1: 15 1 OF 6 FIXED LITE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT a Z 3 ¢Z3 r oWO OW06 w zOz K 7/8" OVERALL INSULATED GLASS 7/8" OVERALL INSULATED GLASS O' O X: 2 G Q W O O. d 1/6" ANNEALED OR TEMPERED 1/8" ANNEALED OR TEMPERED U O U U ti z IL r NZ6Lo—Zr tn 7/16" AIRSPACE 7116" AIRSPACE O cn p =O Z U H5/16" LAMINATED GLASS 5116" LAMINATED GLASS Q N Z UjDW1/8".ANNEALED 1/8" ANNEALED w O (nn o wLo 090" PVB INTERLAYER BY DUPONT .11" PVB INTERLAYER BY DUPONT C) W L=., d K 3: W 118"..ANNEALED 1/8".ANNEALED d OUANEX DURASEAL ('j OUANEX'DURASEAC IG SPACER ieun aq IG SPACER I. I gOREW PURFECT`GLAZE "H" OR SIKAFLEX 552 I I - 4 7 PURFECT GLAZE "H" OR 511(AFLEX 552 G G P-..GENS;. No 58201 :'i 1/2" GLASS BITE 14 1/2" GLAS5817E 48 ? 9 = STATE OF :J` nn ' MO ED 9 22120 7 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941.380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAW N BY: DATE: BAT 06/18/12 OWG#: REV,: CWS-812 c SETTING BLOCKS PER FBC2411.3.3.1 SCALE: SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW444TH AVE. OCALA, FLORIDA 34474 4 3 63 1 38 131 3 4 4 NMNJ.CWS.CC 8'100 PVC SINGLE HUNGDLl IMPACT 0 as a z Z ¢z3DD w QwozozW<kzw 14 32 I w z - 3oo Zm2<w.w. 316414666663194. SECTION S-6 O p O h O U C<' = F 0_. zz; o''z z i5 64 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, z o o f- z' m p u- z RIGHT SIDE SHOWS SASH SECTION VIEW. i 0 W = z — W 00 K> O W 0 W D0 0 co Q. 0- a: r 1439w0 >- K w3:w0) to- 6 Nl' µORE w `'llo 1 5 INTERIOR QS GEtJ SF Gil .l48N. 58201 STATE OF ! 41 10 fSS OIVA 53 G`` 14 65 10 66 62 32 y 3 3 9/ 22/2017 1e 6 LUCAS A. TURNER, P.E. 2 4 FL PE # 58201 3 1239 JASARA AVE. s0 NORTH PORT, FL 34288 o PH. 941-380-1574 SNEET DESCRIPTION: SECTION VIEWS SECTION A - A DRAWN BY: DATE: BAT 06/ 18/12 5WG.#1 REV.: NOTE: ITEMSNOTSHOWN FOR CLARITY: CWS-812 C 20, 25-26, 36-37.44, 51-52, 55-56, 64, 67-68 SCALE! SHEET 1:2 30F6 3 x X 2 7/5" 8t16" 3 1116" REINF., IMPACT .HOOK -14112 1 5/16"--11 0 L ills" PVC SASH STOP-6025 3/4" 3116" T 13 T l/t6" REINF, S-B.RJS.S.R. - 1498 116"--{ 10 1 518" 1/16" PVC SASH BTM. RAIL-602B 1 311 1 1518" ills" PVC. SASH SIDE RAIL -6004 112" T! 8" 16 tt16" PVC SCREEN CATCH.- 6013 3!4" 3 15/16" ills" 1_ REINF.STM RAIL-1699 71 H-1836 Alum. Fixed Rail Keymark- Alum 0.3116^ - 72 5-6063 Corer, Fixed Rail Mikron Vinyl 73 S-11.12 Reinlarcement,.Impact Hoak Keymark A(um 74 P-3541 1#8 x 1/27, Pan Head, TEK Fastenal Steel LINEITEMS NOT USED: 5,7, 11, 15-17. 21-22, 29, 31, 33-36, 41-43,46, 49-50, 55, 57-61, 69 G7/8"ills. IMPACT HOOK S-1577 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2 3H6" B 1 5J8" ills" PVC:SASH TOP RAIL-6027 1 tl2" 1 2 1/8° ills" FIXEDRAIL- 1836 9/16" 2 1 5l16" 045" PVC FIXED RAIL COVER- 6063 ills" REINF, TOP RAIL-1497 FRAME CORNER CONSTRUCTION q J7/7((qb)• -EdWINDOWSYSTEMSI/( II 19M SW 44TH AVE. Or -ALA, FLORIDA34474 WWW.cwS.CC 8100 PVCCORNERWELD ALL SIDES) SINGLE HUNG 1:8 IMPACT G f- Z Z-- Q OWO WWZ Op 3 WZCr OI-0 ZKZ1-w/- 3gx Z O Z'S24 w00 U Or0 Uv Z1--:3n FIXED MEETINGRAILO0Z — Z.H O cn C4 8SCREWEDTOGETHERWITHOUTERFRAMEZ Q Ouj U— 1 Z Q E g u- Z 1:8Q QO 1H1F0_ OH of-rO. O w0Wow 0HtonWO-i wI- n° D wIz-O 1 118" y 5116"1 19 T ills" PVCCSCREEN. SUPPORT - 6014 1/4 F Kto 7/ 8" PVC GLAZING BEAD-6054 vz"—i- y 3116" j3 -{ SCREW SUPPORT-3113 n Ww w Y 9/22/ 2017 LUCAS A. TURNER, P-E. FL PE # 58201 1239 JAHARA AVE. NORTH PORT, FL 34288 PH. 941-380- 1574 BOMAND EXTRUSIONS BAT 06/18/ 12 VG #; REV.:. CWS- 812 C ALE: SHEET 1. 2 4 OF 6 6" MAX (TYP.) 1 17" MAX. O,C. (TYP.) 6" MAX. (TYP,)-I lolollom WINDOW SYSTEMSffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW W.CWS.CC SEE NOTE 2 8100 PVC Mnz:lo.c. I I SINGLE HUNG TYP.) IMPACTLOINSTALLATION ANCHOR (f`/P.) 4" (TYP.) J l lill n T. "L x101!2" MAX. O.C. TYP:) I A 4 (fYP.) 4" (TYP,) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS RED AT EACH INSTALLATION ANCHORUSINGLOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK. TO BE IM". USE SHIMS WHERE SPACE GREATER THAN 1/16" 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 I., 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. 5. 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 IX WOOD BUCKS BETWEEN THE PRODUCT ANDTHESUBSTRATE. 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 FASTENERSSHALLBE 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/AAMAIWDMA 300(EXTERIOR DOORS) lxz 9/22/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380- 1574 ANCHOR SCHEDULE AND NOTES BAT 06/ 18/ 12 IG#: REV.: CWS- 812 C ALE: SHEET 1: 15 5 OF 6 TYPICAL HEAD ANCHORAGE. MIN: EMBEDMENT SEE TABLET SUBSTRATE MIN; EDGEDISL BY OTHERS SEE TABLE 1- 1/4" MAX. SHIM--{ SEE TABLE 1 VVV SUBSTRATE BY OTHERS - SEE TABLE 1 MIN. EMBEDMENT SEE TABLE I. MIN, EDGE DIST PERIMETER SEALANT SEE TABLE1 BYINSTALLER INSIDE BOUT INSTALLATION ANCHOR p SEALANT BEHIND SEE TABLE 1 T FLANGE BY INSTALLER 114" MAX, SHIM - INSTALLATION ANCHOR SEE TABLE 1 CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBEDMENT BYINSTALLER SEE TABLE INSIDE AND.OUT SUBSTRATE. BY OTHERS SEE TABLE MIN. .EDGE -DIST. ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN, EMBEDMENT MIN. EDGE DIST. CONCR 1-1/8' OR GROUT -FILLED CMU (117 PCF MIN.) 3/16- ITW TAPCON V T CONCRETE (2,85 KSI MIN.) GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON. - 1-1/4' 2-1/2" 2XMIN.. SOUTHERN PINE (G=0.55) 3116" 1TW TAPGON OR ELCO-ULTRACON 1-3/8' 7/8' 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8- 7/8' 16GAUGE (0.060") MIN. 'STEEL STUD 33 KSI YIELD MIN) . 10-16 HILTI KWIK-FLEX ORIN1. TEKS SELF -DRILLING SCREW FULL THREAD THRU0,060" 7/16' 1/8" ALUM. (6063-TS MIN.) OR 1/8- STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0.125" 7116' J PERIMETER SEALANT BYINSIDE ANDOUT SEALANT BEHIND FLANGE BY INSTALLE'. 21 HORIZONTAL SECTION 6 TYAICALDAMB-ANCHORAGE gym. WINDOW SYSTEMS 1900SW 44THAVE. OCALA, FLORIDA34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q Z S Z:'} DWC' -woo. IllO ZO,Z =D Zm Z Z W,,Q K W c p nZ I -maO g ZOZU, 6NO V O g OOYQyp 09: W L zwonwom w iCo Eo Lw fZ1/- j W a 1= d a p ttl Hiryr tPp10RE W rr,r'i gLJ' No 58201 912212017 LUCAS A. TURNER, P. E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT r\ PH, 941-380- 1574 HORIZONTAL SECTION 6 BOX FRAME SHEET DESCRIPTION: INSTALLATION HEAD AND SLL SIMILARFORBOXINSTALLATIONINSTALLATIONDETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: BAT 06/18/12 MIN. 1/4" FILLET' OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED Gt: R v,: INSIDE AND OUT, FULL PERIMETER; BY INSTALLER. CWS-812 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS, SCALE: SHEET 11.2 6' OF 6