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HomeMy WebLinkAbout306 Beverly Ct 18-3979; WINDOWS5EP Z 0 IN Street: 306 BEVERLY CT city, state zip: - property?Resident of Contractor information Name FLORIDAA HOME -IMPROVEMENT ASSOC.h n: 954-7924415 Street: 3044 a 4 T. Fax: 407-4728380 City, State ... Name: N/A a City, St, Zip: A IA Address: State License iota.: CGC901 90 Aririirlr Information Phone: N/A Fax- N/A Mortgage Lender:. N/A Address, WARNING TO R: YOUCI: FAILURE TO RECORD A NOTICE OF COMMENCTMENT MAY RESULT .IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT ILIUST RE RECORDED &ND POSTED ON THE JOB SITE UVORE THE F1 R9f INbSPECTICIN. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WVrU YOUR UNDER OR AN ATTORNEY BEFORE RECORDINGOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior 0 the issuance of a permit and that all work will be performed to meet standards of all laws regulating conaruction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, , sign„ wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC',105.3 Shall he inscribed vvith the date of appliezOun and the cease in effect as of that date: 61' Edition (2017) Florida Building Code Rev€nd: Anoxy 1, 2019 Permit Appliceiion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning. 4, S ture o 0 er/Agent Date Signature o a Agent Da e 1G 0o(s 0?602 0 \ 01' RPP , SWX teS09 ' Owner/Agent is;e e° pUe<c noes Contractor/Agentent PQy PUe4c Trso0S*;'QdMe org Produced ID Type of V. o a ' Produced ID Ty - o ( Nm of 47Z of VJW BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: r 4'•TS' COMMENTS: Revised: January 1, 2018 Permit Application SCPA Parcel View: 10-20-30-501-0000-0260 Page 1 of 2 Property Record Card fS Parcel: 10-20-30-501-0000-0260 Property Address: 306 BEVERLY CT SANFORD, FL 32773 F Parcellnformation T — Parcel 10-20-30-501-0000-0260 Owner(s) fVALENTIN, HILTON - Tenancy by Entirety _- ENA, VELENTIN AILEEN - Tenancy by Entirety Property Address 306 BEVERLY CT SANFORD, FL 32773 Mailing 306 BEVERLY CT SANFORD, FL 32773-5943 Subdivision Name GROVEVIEW VILLAGE Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1995) - v 72 7e 69 OD Legal Description LOT 26 - - - GROVEVIEW VILLAGE PB 19 PGS 4 TO 6 Taxes Value Summary 2018 Working Values 2017 Certified Values Method Cost/Market Cost/Market - Valuation Number of Buildings 1 1 Depreciated Bldg Value 131,327 117,237 - Depreciated EXFT Value 1,000 30,000 1,000 25,000 — Land Value (Market) Land Value Ag Just/Market Value" Portability Adj 162,327 1 61,249 --j 143,237 1 Save Our Homes Adj_ 44,238 Amendment 1 Adj P&G Adj -- — Assessed Value 0 0 101.078- 0 --_ 98,999 Taxing Authority - Assessment Value Exempt Values Taxable Value County General Fund 101,078 I $50,000 I _ $51,078 Schools 101,078 $25,000 76,078 City Sanford 101,078 $50,000 I1 $51.078 I` SJWM(Saint Johns Water Management) 1 1 101,078 $50,000 50,000 51,078 51,078 County Bonds 101,078 I 1 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 8/1/1994 02813 0312 75,500 Yes Improved WARRANTY DEED 6/1/1989 02083 0202 78 000 j Yes Improved WARRANTY DEED 7/1/1982 1201 44 000 !No Improved li CERTIFICATE OF TITLE 8/1/1981 21404 01350 69.1 100 i No Improved WARRANTY DEED 3/1/1980 01269 0090 i $1,410,500 1 No Vacant Find C ompamble Sa}es Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 I 1 $30,000.00 $30,000 Building Information Is Bed/Bath count incorrect? Click Here. Description Fixtures Bed Bath T Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=l 0203050100000260 8/24/2018 SCPA Parcel View: 10-20-30-501-0000-0260 Page 2 of 2 Year BuiltIIActual/Effective 1 (SINGLE i 1980 FAMILY P Permits 61 3 I 2_0 ( 1,6001 2,6881 1,6001 BLONCOCK 1 $131,327 J $159,668 Description Area GARAGE 532.00 FINISHED OPEN PORCH 24.00 FINISHED SCREEN PORCH 532.00 FINISHED Permit # Description Agency Amount CO Date Permit Date 00829 IREROOF i SANFORD 2,480 2/1/1994 Permit data does not originate from the Seminole county Property APPralser's omce. — tietans or questions concerning a perrm4 p,,ase contact urc wmm y Extra Features Description Year Built Units Value New Cost SPA 6/1/1994 j 1 $1,000 i $2,500 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=10203050100000260 8/24/2018 REQUIRED INSPECTIONEcC']CION SEQUENCE loin 1 1IIlIIn 1 1 R{ I IIA ll®IIll JID Il'll don Footer / Setback Stemwall !, Foundation / Form Board. Survey Slab /Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing Walls- Sheathing-Rcof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins , ec',tion Final Solar Final Roof Final Stucco / ,Siding Insulation Final Final Utility Building - Final Door ltC Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single ;Family;Residencew ; Final. Building Other Address: C1tUIti1 4.,tl:IhCll.Q.tl.'jlr'If815'DV,' 1 q7n Mzx Inns ectionn IRDeffi n'Il Il®IlIl Electric Underground Footer / Slab Steel Bond Electric Rough T T.U.G. Pre -Power Final Electric Final i r(152a, f'•{''f µ1.7.!nw P. 1C.(f i'r JMCWIsi:aw. 1.i in y, Wy/2. IJ+y!] J_,W 1.X6LLd1. 1'I mmp., 1 yrp,.(%n mm y G } p 5.( MnlamsectionI1/sc Y2flon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final N9[nn max Mechanical Roug Mechanical. Final min Max IrmsiDection.l[Desen•n 4n nn Gas Underground Gas Rough Gas Final REVISED:* June 2914 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018108095 Book:9215 Page:1317; (1 PAGES) RCD: 9/20/2018 8:42:58 AM REC FEE $10.00 , THIS INSTRUMENT PREPARED BY: Name: BARBARA ESPARZA Address: - FLORIDA HOME IMPROVEMENT ASSOC, A034 Si NPORT DR. 9401. OR ANDO. FL. A28 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. Parcel ID Number. 10-20-30-501-0000-0260 The undersigned hereby gives notice that bnprovement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Irdarmation Is provided In this Notice of Commencement DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) LOT 26 GROVEVIEW VILLAGE PS 19 PGS 4 TO 6 : 306 BEVERLY CT SANFORD FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name:_ VALENTIN, HI_LTON ;_PENA, VELENTIN AILEEN Address: 306 BEVERLY CT SANFORD, FL 32773 Fee Simple Title Holder (if other than owner) Name: N/A Address: NIA CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC. Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: N/A Address: N/A In addition to himself, Owner Designates N/A To receive a copy of the Llences Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Deft of Notice of Commencement (The expiration date is 1 yearfrom dote of recording unless a WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of penury, I declare that i have read foregoing and thatthe facts stilted in it are true to the bes of my knowledge and belief. or rgnsture Oxnera dried DIM10 Florida StaWte 713.13(1)(g): I The owner must sign the notloe of carnmencerrent and no one else may be permitted to sip N his or her steed! State of -7C— County of S-enn LCII 'e - The fologoing Instrument was ackn/ow)ledg, e1d before me this _ day of by c Q/t'79 V Who is personally known to me Name of person making statement OR who has produced Identification type of Identification produced: Paul Norman o4Ar Poe4o Notary Public pa State of Florida er My Commission F iresC3A '' Commission No. FF BY 0at e coward TOP 9"-702-4415 LICOM N06 =001ftoT Q94480 West Palm Bewh Tel. SIM -24 W4 SW 42nd St, F1€.auderdale„ FL, 83812 FLORIDA JadssemNie Tel:004.701-4415 HOMM Psx:954-792-2170 MpRan" L1% rSC AASOCIATS9, 0-' We€efte: WININIHAPROOMTSMOM Hapfacament Vftdows ContrW EMWI: INMOMAPHODUCTSVOM 20 State Zip nis Contract is made and entered into this y of` 2€' by and between ari a }1C3ssBa-imt estB R miss, ice, a fiorfds corporation ("CoW,,sMr" oar "FHA1, and o wneri$j aasned abave of the residence Iccated at tilt address listed above {"Groner„j. naw . Contraci ar a to perform the work descr€bed n o are lama i 1} hest ave istirmp ursrYs to tea replaced, (f4 rS: iiemav t Prr6 are it tyta be daana ed on slid€ram Tian doors A arA And 2) Prepareopen asrecessarrtoreceive rcpiace,—ntunits. pancis ars W . on ,Mu 3 4hatVAa3i o FHA Energy Storm Saver sir mnhtn ftyi Insulated and dn& Fmch doers the tauVe It MCAV00 waht r€ to and tcft ti n3r- InaLall _.. Almninum Insulated, — Afumlmun Iran Insuletsd on tsam ab3v t rsrs#a Vann the coerce dcarIs Mantined 4( Dears......__ FftA Enggy Slam saver_ Motile=frs ated, Ad ITIM;ras NMAM110d drla o m F MMRM TOM Wo o; ar - MIURP30, SSa; INITIAL HERE A it rrutaty: manuiocwter„s Warramy.smot upon compambn. 5l Work NIM 8c be reptaeadc ' _.,tjtTiA s} .... jf applicatde, ramov#rrd___„__s€su&tter Ana=.ls, andior ._._,,,sccaarity bars. - 7( speciallnstruttlorw aj Llemnuplab debris and proMe aces scary partntt5 ttdt [.ttsmirattta 9) If applicable' in the cryt rit.,th m Co tmaor is unable fbrW hatever reasorato obtain pmpar,par €-' inemr to ccamma"alnentof any wvfk, rmtraetarshallretlundany pirevimnusp mentanrlthistiramsactlor.slush kmauttlresat2cailyCaatrntiad. No finlsh work other than mK mai htstttliaVon is to be slams unless mated be+a V4 Add€iienai Work ulg: contractor clsxll commence the `pork wiiNi days As, r: cud n of the contract (the "arnsrar €nee Y Sam"}err sha1 car 1zs O complete all Work hemunder Vth Vs after the Cammementent Date. Contract Price $ Sales Tax t____)_. The TOTAL PRICE for all Labor and Wtaterlals (Including Down pa rna:rat (if applicable! Trance payable rs# 'rate) Contract Price 5 j Contractor will provide to Owner a final Walver and Release of Llen and Contractor's final Affidavit to Owner„ substandatly slinliarto the forms Included in chanter M. FlorWa Statues tTtIMI, Cure Gnu. U rtddj Owner eferts m apply for° finrtnciap of the abnme stratrae lump sum snraurst, if yes is cir sled„ see f aaacing agreerrrerat anrirelasted acueatis Nafte to Qm0aw,u4na Isbeing a hined wownen a). Donmstsfarsthts bamabit { 6sct gdasamxtats)Iaablank. 14i.Youaraansiledtt?am t1me you fliaL pktopmR tYourlap,f tj.ltrepmsr ialda00001110# mmsharneiampra may rstnlalraamr a artrewsudso oaaft alloaaamyour preperofthatcould befamel.sect ON tiyou do not mv. Be aura M pridentauvi e41 saeM41m; dds Yon slam, Ml This contract contains the entire CoAt°ract of the pasties. It may riot be Ownged amity but only by a MPH champs W&V or other written amendment. The waiver by any party of a breach of any provition of this contract shall not operate Or be mnatrued as a waiver of are; subsequent breach by any party. IN WITNESS W t3ERFOF, tfie Paardes hereto have et rated tills attract, under seat, as of the day and Year first above wrineft. You tha Butner may canom alas trarmaidlon at any time prior to rttldinl Dn the thlrd bustitope day meter Uls dalia of the ct0- RECORD COPY F D, City of Sanford Building and Fire Prevention Product Approval Specification Form Permit ## 1 8- 3 9 7 9 ( SAIVFORo Project Location Address 306 Beverly Ct, SAN 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 S Sliding REVIEM ED FOR A PERMIT ISSUED SHALL BE CONSTRUED Sectional VIOLATE,MINERA.IITWoRIJY To C NCEL, ALTER OR SET Roll U ASIDE ANY OF THE PROVISIC NS OF Automatic T I OFFICIAL FROM THEREAFTER Other REQUIRING A CORRECTION O , IS OF JHS CODE 2. Windows CONSTRUCTION OR VIE) Single Hun CWS 8100 L4091.1/FL16177.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description(including Florida Approval# decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Descri tion Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signatu Applicant's Name WAYNE T. BURNETT Please Print) June 2014 MEASUREf'i GiH irn 44 Sil m 1 12 Carlos 1/4/2018 Florida Building Code Online aLJ`z k g 4 3 BCIS Home i Log 1. User Registration Hot Topics I Submit Surcharge j Stats & Facts Publications FBC Staff SCIS Site Map Links Search r!oriria Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail s 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/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@cws,cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FI-4091 R8 COI EvalReport154F.Pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 AA MA/WDMA/CSA/ 101/I . S. 2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By httD://www.floridabuildino.ora/or/or aoo dtl.asox?oaram=wGEVXQwtDquz93l%2b4g5faHJ3x%p2fpCz8Ew7OMgLld528M%3d 1/3 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Method 1 Option D 09/26/2017 09/29/2017 10/08/2017 12/12/2017 Model, Number or Name Description 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung Lrmr s of Use Approved for use in HVHZ: No ` Installation Instructions FL4091 R8 II CWS-154F.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Design Pressure: +50/-50 Other: SH-8100, Max. size 53.125" x 76". Glass complies E1300-04, Evaluation Reports FL4091 R8 AE EvalReport154F.odf ` Created by Independent Third Party: Yes ; with ASTM 4091.2 SH-8100 SH-8100 Vinyl Single Hung, Non -Impact. - Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL4091 R8 II CWS-485C.pdf iApprovedforuseoutsideHVHZ: Yes II Verified By: Lucas A. Turner 58201CreatedbyIndependentThirdParty: YesImpactResistant: No Design Pressure: N/A Evaluation Reports Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", FL4091 R8 AE EvalReoort485C'.odf see installation dwgs.. for DP. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 4091.3 SH-8100 Continuous Head & Sill ( SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact. Limits of Use I Installation Instructions i 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-i8100 Continuous Head & Sill iI SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-492C:pdF 1 Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see FL4091 R8 AE EvalRebort492C.pdf chart on installation dwgs. for DP. Glass complies with ASTM Created by Independent Third Party: Yes iE1300-04. 4091.5 1 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail -_ Installation InstructionsLimitsofUse Approved for use in HVHZ: No FL4091 R8 II CWS-293D.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies FL4091 R8 AE EyalReport293D.gdf with ASTM E1300-04. Created by Independent Third Party: Yes K; Nex,`. Contact Us :: ?601 Blair Stone Road Tallahassee FL_32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 20D7-2013State of Florida..:: Privacy Staterent :: 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 hiln /lwww.floridahuildino.oro/or/or ao0 dti.asox7oaram=wGEVXQwtDquZ931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%o3d 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. mustprovide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses arepublic 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: tn.°., W] ON eC ; Credit Card Safe httD:// www. floridabuildina.orci/Dr/Dr aDD dtl.asnx?Daram=wGEVXQwtDquzg3l%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3 TT TT:) _j _D LJ 1 f ENGINEERING & CONSULTING, INC. 1.239 Jabara Ave. North Port, FL 34288 Ph. 941.-380-1574 FBPE C.O.A. #29779 Evaluation Report 154F August 28, 2017 Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x. 76" unit size, 54 3/8" x 77 .i /4" flange size Manufacturer: Custom Window Systems, I.nc. 1900 SW 44°i 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 6t" Edition (2017) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-154F, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -lA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-154F, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-1.54F. Limitations of Use: This product: May be used in the configurations and sizes and with daylight openings as indicated in CWS- l 54F Achieves design pressures as indicated in comparative analysis table in CWS-154F Is non -impact and requires the use of shutters in windborne debris regions May not be used in the High. Velocity Iurricane Zone Requires glass as shown in CWS-1.54F Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-1.54F Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in. Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial .interest in any other entity involved in the testing or approval process of this product. Lucas h 2L11 : 8/28/20175 Turner Lucas A. Turner, P.E. 2017- 08-30 15: 58+20:00 FL PE #58201. STIA,,`, 10NA ` C`.C`, SINGLE HUNG - NON -IMPACT SHOWN w/DIFFERENT OPTIONS) - 54 318" MAX OVERALL FLANGE WIDTH 53 1/8" MAX. UNIT WIDTH r-- 48 15116' 1 GLASS DLO A I r l T—1'` 771 " MAX I I 33 5116" MOVERALLOIGLASSAX2- FLANGE Oli OVERALL HEIGHT B B FLANGE MAX 1 HEIGHT UNT 68 HEIGHT I 36 11116" UPW 33 3/8' MAX. I GL_ ln.T TSASH n I DLO JI A - 5 46 5116" GLASS DLO EQUAL SPLIT 543/B- - MAX OVERALL FLAI4GE WIDTH 53118, MAX. UNIT WIDTH 46 15116" — 63 5116' MAX OVERALL 33 5116' FLANGE O GLASS HEIGHT I DLO 62 1/16" MAXUNIT C HEGHT 224" I 12011116' MAX SS DLO I-- 46 5116- --'. GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS I DP CHARTS & GLAZING DETAIL........2 SECTION VIEWS & ALT. FRAME EXTRUSIONS & S.O.M.........................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAILS.. __ ............ 6 54 3'8" - MAX OVERALL FLANGE WIDTH 53 118" MAX. UNIT WIDTH 4615116' — GLASS DLO O GLASS DLO IT30 3/16" MAX x GLASS SASH DLO HEIGHT IJ', Cli 46 5116" GLASS OLD 5 HI SASH ORIEL GENERAL NOTES: g®v, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS mTOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS:. (SEE SHEET 2) W W W.CWS.CC 3. CONFIGURATIONS: "O/X". 8100 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNGNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-130"4e0.1/09. NON -IMPACT POSITIVE. DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09, d z 3 a z 5. ANCHORAGE: THE 33 113 % STRESS' INCREASE HAS NOT BEEN USED z O Q u.1 0 0. Ww O 1z 1= zINTHEDESIGNOFTHISPRODUCT. SEE SHEETS FOR ANCHOR WOOD w Oz O it w 3 Z O 3 ED DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR LL H ANCHOR CALCULATIONS. Z Oz s E¢ w w 0 0 Oh-OLja=I...w 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE p Z `n Z z j U) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z QO z v vi Z OV v 7. ALL FRAMES. AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT 1--11 OLL Z O LU p Z _ USED AT FIXED MEETING RAIL AND JAMB. F K i 3 O w o0xw0winw8. SERIES /. MODEL DESIGNATION SH-8100. EE Z N w O 0 rn I- D CL9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: p w Lu 0 : E T a it 3 w X = OPERABLE SASH, O = FIXED SASH V 10. SECTIONCALLOUTSAPPLYTOALLELEVATIONSINASIMILARORE4VPrG'% LOCATION. Ig , 11. EXTERNAL WEEP SLOT=1/2" x 2-1/2" LOCATED 4" FROM BOTH ENDS. No 58201 '. A Lucas Turner 2017- 08- 30 17:10+ 20:00 CONFIG.. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EQUAL 53- 1/8" x 76" SEE COMPARATIVE ANALYSIS CHART, SHEET 2 NONE 5 HI ORIEL 53-1/8" x 68-1/4" NONE 60/40 ORIEL 53-1/8" x 62-1/16" NONE S/28/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 EET DESCRIPTION: GENERAL NOTES AND ELEVATIONS AWN BY: DATE: BAT 04/ 29/08 IS M: REV.: CWS-154 F ALE: SHEET 1:33. 33 1 OF 6 Design Pressures (PSF) with Glass Types A, B, C, or D Unit Sash Unit Widths (in.) Heights (in.) Heights (in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 35 1/2 17 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 39 1/2 19 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50./ -75 50 / -75 50 / -75 50 / -75 50 /-75 50 / -75 41 1/2 20 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.1 43 1/2 21 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.4 50 / -70.6 47 1/2 23 50 / -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 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 / -69.5 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/-7L6 50/-71.6 50/-64.6 50/-57.3 50/-S4.8 65 1/2 32 50 / -73.2 50 / - 69.1 50 / - 68 50 / -67.4 50 / -67.3 50 / -67.3 50 / -67.3 50 / -67.3 50 / -63.6 50 / -56.4 50 / -53.9 67 1/2 33 50 / -69.8 50 / -65.6 50 / -64.4 50 / -63.7 50 / -63.4 50 / -63.4 50 / -63A 50 / -63.4 50 / -62.7 50 / -55.5 50/-53 71 1/2 35 50 / -64 50 / -59.7 50 / -58.3 50 / -57.3 50 / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 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 SD / -50 50 / -50 50 / -50 50 / -50 50 / -50 7/8" OVERALL 718" OVERALL ' I 7/8' OVERALL 1/8" ANNEALED -- 3116, ANNEALED--{-1/8' TEMPERED 518" AIR SPACE 112" AIRSPACE 18' AIR SPACE 118" ANNEALED (--3116" ANNEALED V8" TEMPERED SIKAFLEX 552 OR SIKAFLEX.552 OR SIKAFLEX 552 OR 46 PURFECT GLAZE"H" 46 PURFECT GLAZE J PURFECT GLAZE"H" 2- GLASS BITE 1 112" GLASS BITE 112" GLASS BITE qo n__ In GLASS TYPE A GLASS TYPE B GLASS TYPE C NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7/ 8" OVERALL 3116" TEMPERED 1/ 2" AIRSPACE 3116' TEMPERED I SIKAFLEX 552 OR qF146PURFECTGLAZE'H` GLASS TYPE D 1/ 2' GLASS BITE WINE) OW SYSTEMS I1V/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W .0 W S:CC 8100 PVC SINGLE HUNG NON - IMPACT Ja z 3 az I- ow0 171w o w z 0 z M H z Fw- o ¢ rn ro 3m z z Z0QCw00 U UyrZD rna- Z ZO-j-2jV[n OUPG I.-.L z0 u- 4 OwFFO- cc>- rjU-Zcn O W Ft zLLw O tnI-_ 0 w1- 0 KazO- m w 3:a CO No 58201 ro_ 'a 3% STATE OF :4 SIO N A -S,% `• 8/28/ 0 7 LUCAS A. TURNER, P.E. ~ FL PE # 58201' 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE: BAT 04129/ 08 DWG#: REV,: CWS-154 F SCALE: SHEET 1:1 2OF6 WINDOW SYSTEMS NTERIOR i 1900 SW 44TH AVE. OCALA, FLORIDA 34474 45 32 54 i 12 (,38 13 35 3?' 4 T 45 N1WW.CWS.CC o e 8100 PVC SINGLE HUNG 70 NON -IMPACT 45 J z ¢ z 14 331 e o LLz Qc3rott3m W z. zQ.O:wOp 15 53- 17 65 66 6319 O Ot-O jQy SECTION B-B p z n z z 53— NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, C C7=oj U- z vz . OOLL z aoW = O RIGHTSIDESHOWSSASHSECTIONVIEW. U ~ z vi W 0rnw o low 14 39 O 2~K wp V7 3a ao — L 27 871 irruurrryrr3an INTERIOR i Gp5. cEraSFGR2!2. v ' No 58201 N 8 t n e 0 STATE OF 29 f"" NA;%.'• 666 54 10 G9 n 46 VF Z 48 8/28/20 l 7 ^ LUCAS A. TURNER, P,E. C` FL PE # 58201 1239 JABARA AVE. 30 qg NORTH PORT, FL 34288 O PH. 941-360-15,74 O SECTION C-C SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION VIEWS SECTION A -A DRAWN BY: DATE: BAT 04/29/08 ' .. DWG#: _ REV.: CWS- 154 F NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 23, 25-26, 31. 36, 37, 44, 51-52, 55-56, 64, 67-68 SCALE: SHEET 1: 2 3 OF 6 PARTS usr l i 1 15116"— 6s 10 1 518" Q 1/16" 3.9/i6 I. - 1116" 3— PVC SASH BTM, RAIL 1'- H•6028 1 PVC FRAME FIN H-6026 3 t10^- ' 1 3n -- 7 1 I l _. 3 1 ?/6 1/t6" - 1f16' U PVC SASH SIDE RAIL H-6004 PVC FRAME FLANGE H-6031 1 118" 1 7B"—'- j 5lt6"-- 112" — ( r ( 1g 0 t— J— l— 1/t6' L t/16" PVC SCREEN SUPPORT PVC SCREEN CATCH S-6014 S-6013 314-- 3!I76", t— n t t3 1" J 1 ILL J"'— 1/16` i 1/16" REINF.. SASH MTG. RAIL REINF. SBR/SSR H-1497 S-1498 1/2' 3116" i _3"---j 70 T SCREW SUPPORT P-3113 ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 23/16"— I B. PVC SASH MTG. RAIL H-6027 1 1/2"--{ I 7-- 1 ^ J' 2 /6' -- 1/16' I I--7/6" FIXED MTG. RAIL H-1836 138 ' 13116" 0 I I 1_ II-- t116' PVC SASH STOP S-6029 1a p6" t5ET16 1 PVC GLAZING BEAD S-6064 J/16- 7 5'1s" 1176' I PVC FIXED RAIL COVER S-6063 FRAME CORNER CONSTRUCTION CORNER WELD ALL. SIDES) 1:8 I FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME jamOwlV- LYLY 11lLUSTE SWINDOWSYSTEMS 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 WWW.CWS.CC ITEM PART DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, WFlg., PVC. Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg_ PVC. Sill Mflaon Vinyl 3 H-6031 Main Fr., SH, vd Flg.. PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, ve/Flg., PVC, R. Jb. Mikron Vinyf 5 H-1836 Meet. Rail, Fxd. Keymark Alum 8100 PVC SINGLE HUNG NON -IMPACT 8 H-6027 Sash Meet, 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 SideiTop/Boi. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R - Keymark Alum 14 S-6064 Glz. Bd.,7/8".,Fxd., Horiz. Mikron Vinyl 15 5-6064 Glz. Bd., 7/6",Fxd:, Vert. Mikron Vinyl Q w 0 ZO! 0 0 G w W1, Q. Z 3. Q Z 3 0 w O roa w 00 O z O 0Z 0 I_- i- a rn 3 r 0 w 3 m Z=2< O 1, O Z 4 = O ¢ U I- Z n. I- U) a Z- V- Z F 0 roOZUroZOLLVr - w w O Z p 2EO0Ww0wmw Zia O.rn 0- w O b- x } Z w 3 w ro a a n. 16 S-6064 Glz. Bd., 7/8",Sash, Horiz. Mikron Vinyl 17 S-6064 Giz. Bd., 7/8",Sash, Vert. Mikron Vinyl37 18 S-6013 Scrn. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 5-6014 Scrn, Adapt, PVC, Vert: Mikron Vinyl 20 S-6029 Sash Stop! Filler, PVC, Vert. Mikron Vinyl 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI PleStiC 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impac L.PVC Interlock 26 P-4069 Keeper. Impact, PVC Interlock Zamac 30 P-4479 Weep Colef w/ Fla P Gaer Plastic 32 P-3429 Wstp.. 0.270 x .187 back FinSeal, Gray Ultrafab 33 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 34 P-3429 WWslp.stp., 0.270 x .187 back FinSeal, Gray Ultrafab P ,• • T pc?:'GEtdg G'P'. ONvV: •'...,pNo58201 '• p o•_ * - ro • - STATE OF ' O,•, . P r z IFS • O A 1 •'\``.` SiONAt-E;.` i 8/28/2017 35 P-3429 0.270 x .187 back FinSeal, Gray Ultrafab 36 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P4638 48 x 2-1/2 PH Mod. Truss T e A, Tek 2YP Ajax1 Steel 38 P-3768 S x 0.625 Ph PH SMS Hub City Steel 39 P-4051W 8 x 1.250 Ph FH-TEK, Whit. Hub City Steel 40 P-4264 8 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 Sikellex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 ISet. Blk., 85 Our.. 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRCIOP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Glass, Fixed (See Sheet 3) 54 Glass, Sash (See Sheet 3) 55 P-3281 Spacer (see sheet 3) Du aseal 56 P-3281 Spacer (see sheet 3) Duraseat LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34286 PH.9d1-380-157d 62 P-3218 Screen Frame,. Horiz. Allmetal Alum 63 P•3216 Screen Frame, Vert: Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl SHEET DESCRIPTION: BOM AND EXTRUSIONS 67 P3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 69 H 6026 Main Fr., SH, w/Fin., PVC Mikron Vinyl 70 P-3113 Screw Support for PVC T. Plastics Nylon DRAWNBY:DATE: BAT 04129/08 71S-6063 Fixed Rail Cover Mikron Vinyl UN LINEALL EXTRUSIONS owc a: CWS- 154 Rev.: F T MS ITEMSNOT USED: 29, 31. 41-43, 47, 49-50, 57-61 NOTE: CA SLE: 1: 8 SHEET 4 OF 6 IC MAX. O.0 6" MAX. (TYF 6- MAX. (TYF 1fE MAX. O.C. TYP.) 4" (TYP) 4" (TYP) 4" MAX. (TYP)- 4- MAX. (TYP.) TE 2 8" MAX O.C. TYP.) MEETING RAIL AT FIXED MEETING RAII CENTERLINE (TYP.) NSTALLATION 1NCHORS TYP. ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS. HEAD. TE 2 INSTALLATION ANCHORS TYP. 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 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 TABLE1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1.SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR. STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1 FOR WOOD AND METAL. 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). FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA^NDMA 300(EXTERIOR DOORS) WINDOYY SYSTEMS l 1900 SW 44TH AVE. OCALA, FLORIDA 344 '4 W WW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT Q z 3: QZp I- ow 10ua0 GiwzuiozccF=z'_• 0 q0n E>.0r3m L i- uJ Z F- 3 2 '2 Z Z2maQ wp0 000 <m'x U UoF-ZaI_wm z Q0UN Do q:owOMOZ 6 <>"U ZU7 W O rn W O W a p wr0 a)•. 3W. a a a N. 58201 •. O: STATE OF :01 z- 8/ 28/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941- 380-1574 ANCHOR SCHEDULE NOTES BAT 04/ 29/08 VGd: REV.: CWS-154 F ALE: SHEET 1: 25 5 OF 6 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 I SUBSTRATE BY OTHERS MIN. EDGE DIST. 1/4' MAX SHIM—1 - SEE TABLE 1 SEE TABLE 1. SUBSTRATE BY OTHERS---_ SEE TABLE 1 ti I o MIN. EDGE DIST, MIN. EPl,BEW1ENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE i BYNSTALLER INSTALLATION ANCHOR — t I ! t INSIDE AND OUT / _ SEE TABLE 1 J/ — 1 SEALANT BEHIND .,..,SHIM pFLANGEBYINSTALLERIFnL1/ II I " L PERIMETER SEALANT Lu, BYINSTALLER INSIDE AND OUT SEALANT BEHIND INSTALLATION ANCHOR FLANGE BYINSTALLER SEE TABLE 1 g HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE 114" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT{/ MIN. EMBEDMEN- BY INSTALLER I SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS i I SEE TABLE 1MIN. EDGE DIST, SEE TABLE 1 717, VERTICAL SECTION. 6 TYPICAL SILLANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE. TYPE ANCHOR TYPE MIN, EMBEDMENT MIN, EDGE DIST. FLANGE CON('. 1" 1.118" NGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON FLANGE tl-1/ 4" FLANGE GROUT -FILLEDCMU (ASTM C-90) 3/16" ELCO ULTRACON 2-112" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3116" LTW TAPCON318" OR ELCO ULTRACON 7!8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 810 WOOD SCREW 1-318" 7/8" FLANGE 16 GAUGE ( 0. 060") MIN. STEEL STUD 33 KSt YIELD MIN) M10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW. FULL THREAD THRU 0.060" 7116" FLANGE 1/ 8' ALUM. ( 6063-T5 MIN.) OR 1/8" STEEL ( 33 KSI MIN.) 410 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANT BYINSTALLER INSIDE AND OUT MIN, EDGE DISTSUBSTRATES WItJD^JYJ SYSTEMS SEE TABLE I BY OTHERS 1900 SW 44TH AVE. SEE, TABLE 1 OCALA, FLORIDA 34474 V4" MAX. SHIM --- WWW. CWS.CC rlz' I I. 8100 PVC SINGLE HUNMIN. EMBEDMENT SEE1ABLEl NON -IMPACTt g z QZo L PERIMETER SEALANT Z Q W OW BYINSTALLER w z0z IY - Z t- INSIDE AND OUT o Q to 3> 0 CC 3 m INSTALLATION ANCHOR Z Z S `G. 4 W W 0 =O SEE TABLE 1 O0t- O V a. i 1 tY SEALANT BEHIND O O U z F N d FIN BY INSTALLER 0 z 6 - z j V U) C ) HORIZONTAL SECTION Q r Z LL, z0 O - Z 8 TYPICAL FIN ANCHORAGE ry ME3 O I_ I.- F_ HEAD AND. SILL SIMILAR FOR FIN INSTALLATION O > _ Z O I'-utw Ojrnt- 0 w 0 MX w a ° ct: No 582D1 •_ 0. STATE OF C• IU D HORIZONTAL SECTION B BOX FRAME INSTALLATION SIMILAR. FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: PAIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. zz I 8/2sn017 LUCAS A. TURNER, P. E. FL PE # 582D1 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS i BAT 04/29/08 VG N: REV.: CWS- 154 F ALE: SHEET 1:2 6OF6 1/4/2018 Florida Building Code Online I tl BCIS Home ! Log In i User Registration I Hot Topics j Submit Surcharge ':. Slats & Facts Publications F8C Staff BCIS Site Map i Links j Search j Florida 2 a Product Approval USER: Publlc User Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL4092-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 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 Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL4092 R8 COI 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=wGEVXQwtDquzg3lp/`2b4g5faOOzM2M4GTnBAwwDnjlGdiop/o3d 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 Summary of Products Model, Number or Name Description 4092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window f- — ILimitsofUse Installation Instructions Approved for use in HVHZ: No F1_4092 R8 II CWS 340E.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092 R8 AE EvalReoort340E odf 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 4092.2 HS 8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use 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 I Design Pressure: +40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalReoort223E.odf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes 4092.3 HS-8200 I HS-8200 PVC Horizontal Slider, OX or XO. i Limits of Use Installation Instructions Approved for use in HVHZ: Yes for HVHZ: Yes FL4092 R8 II CWS-486C odf Verified By: Lucas A. Turner 58201Approveduseoutside Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". FL4092 R8 AE EvalReoort486C.Ddf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. 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 byphoneor by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe http:// www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquzg31%2b4g5fa0OzM2M4GTnBAwwDnjlGdio%3d 2/2 U NE ENGINEERING & CONSULTING, INC. 1.239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1.574 FBPE C.O.A. #29779 Evaluation Report 486C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 74' x 54" unit size 75 1./4" x 55 1 /4" flange size, 3/16Ann — Air — 3/16Ann glass minimum 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 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-486C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3599-1, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS-202-94 (Full 202 performed on 3 identical specimens) 4) Supplemental Calcs. to support CWS-486C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-486C. Limitations of Use: This product: May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, or 7.5 1/4" x 55 1 /4" flange size, with max. glass daylight widths of 32 15/16" for fixed panel and 33" for sash Achieves design pressures as indicated in comparative analysis table in CWS-486C Is non -impact and requires the use of shutters May be used in the High Velocity Hurricane Zone Requires 3/.1.6Ann — Air — 3/16Ann glass minimum Requires Quanex (Miki-on) white rigid PVC framing per Miami -Dade NOA 17-0206.10t I have evaluated the framing material in this NOA and find that it complies with the requirements of the 6`1' 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 1 acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-09-16 09:26+20:00 uurrrr Q ti s oi:, STATEOp 9/07/201.7 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER - NON -IMPACT 51/4- MAX. OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...,.1 DP CHART & GLAZING DETAILS.......:2 SECTION VIEWS..................................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 AND IS RATED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. GLAZING OPTIONS: (SEE SHEET 2) 3: CONFIGURATIONS: "OX", "XO".. 4.;DESIGN PRESSURE RATING (SEE SHEET 2): NEGATIVE'. DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. POSITIVE. DESIGN LOADS. BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. 5. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED. FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7.ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10.. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11, EXTERNAL WEEP SLOT = 114" x 1" LOCATED 6" FROM BOTH ENDS. MAX. UNIT SIZE I DESIGN PRESSURE RATING IMPACT RATING 74" x 54" SEE COMPARATIVE ANALYSIS NONE CHART, SHEET 2 LucasTurne r 2017-09-22 12:48-04:00 IC911,016-MWINDOWSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 344g4 WWW.CWS.CC 8200 PVC HORZ. SLIDER j NON -IMPACT Ii 4 z §: QZ r w0 ww'o w zOzz zt_- O dPn—yO m u. rw Zr2imS O OF=-O¢<Up0 z U) Z F-0 Z OU OU_ G Z_U 2Z U Y Q j LLI OZ 2 ix U) U) w O..wmOwow- dCW=0 a.m co a a ulfcc3I a`PFOREbV T GPy.4 GENgF G.Q^'. No 58201:A O O: STATE OF ` S/ON A `"""'`. Z 9/22/2017 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 10/13/11 CWS-486 C ALE: SHEET 1:14.29 1 1 OF 6 DESIGN PRESSURES FOR EQUAL SPLIT "O/X" or "X/O" CONFIGURATION' WITH GLASS TYPE Aor B Unit Unit Height Width 19 1/2 23 1/2 27 112 31 1/2 35 1/2 39 1/2 43 1/2 47 1/2 51 1/2 54 27 1/2 60.0 / -120.0 60.0 / -120.0 0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 0 / -120.0 29 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 31 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / •120.0 60.0 / -120.0 60.0 /-120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -117.5 35 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120-0 60.0 / •120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -112.8 60.0 / -106.6 37 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -119.4 60.0 / -108.1 60.0 / -102.0 39 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -114.9 60.0 / -103.9 1 +60..0 / -98.0 41 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 /-.120.0 60.0 / -110.8 60.0 / -100.1 60.0 / -94.3 43 1/2 60.0 / -120.0 60,0 / -120.0 60.0 /-120.0 60.0 / -120.0 60.0.( -120.0 60.0 / -120.0 60.0 /`-120.0 60.0 / -107.2 60.0 / -96.6 60.0 / -91.0 47 112 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -113.7 60.0 / -100.9 60.0 / -90.7 60.0 ( -85.3 49 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -110.8 60:0 / -98.2 60.0 / -88.2 60.0 / -82.9 51 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / •120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 1 +60.0 / -108.3 60.0 / -95.8 60.0 / -85.8 60.0 / -80.6 53 1/2 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -120.0 60.0 / -105.9 60.0 / -93.5 60.0 / -83.7 60.0 / -78.6 55 1/2 60.0 / -120.0 60.0 / -118.3 60.0 / -115.6 60.0 / -115.6 60.0 / -115.6 60.0 / -115.6 60.0 / -103.9 60.0 / -91.5 60.0 / -81.8 60.0 / -76.7 59 1/2 60.0 / -214.1 60.0 / -105.2 60.0 / -101.1 60.0 / -100.5 60.0 / -100.5 60.0 / -100.5 60.0 / -100.3 60.0 / -88.0 60 0 / -78.4 60.0 / -73.4 61 1/2 60.01-108.7 60.0 / -99.6 60.0 / -95,2 60.0 / -94.1 60.0 / -94.1 60.0 / -94.1 60.0 / -94.1 60.0 / -86A 60.0 / -76.9 60.0 / -71.9 63 1/2 60.0 / -103.7 60.0 / -94.7 60.0 / -89.9 60.0 / -88.3 60.0 / -88.3 60.0 / -89.3 60.0,/ -883 60.0 / -85.0 60.0 / -75.5 60.0 / -70.5 65 1/2 60.0 / -99.2 60,0 / -89.9 60.0 / -84.9 60.0 / -82.8 60.0 / -82.7 60.0 /-82.7 60.0 / -82.7 60.0 / -82.7 60.0 / -74.2 60.0 / -69.2 67 1/2 60.0 / -95.1 60.0 / -86.1 60.0 / -80.9 60.0 / -78.5 60.0 / -78.1 60.0 / -78.1 60.0 / -78.1 60.0 / -78.1 60.0 / -73.1 460.0 / -68.1 71 1/2 60.0 / -87,8 60.0 ( -78.9 60.0 / -73.5 60.0 / -70.6 60.0 / -69.6 60.0 ( -69.6 60.0 / -69.6 60.0 / -69.6 60.0 / -69.6 60.0 -66.1 74 60.0 / -83.7 60.0 / -75.0 60.0 / -69.6 60.0 / -66.5 60.0 / -65.1 60.0 / -65.0 60.0 / -65.0 60.0 / -65.0 60.0 / -65.0 60.0 / -65.0 QUANEX. DURASEAL IG SPACER Egno NOTE: IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE V8" OVERALL 3116" ANNEALED 112" AIRSPACE 3116" ANNEALED SIKAFLEX 552 OR OUANEX DI PURFECT GLAZE "H" IG SPACER 1/2' .GLASS BITE GLASS TYPE A I--+-718" OVERALL 1 3/16" TEMPERED 1/2' AIRSPACE 3116' TEMPERED L.\ nnI 36 SIKAFLEX 552 ORIIPURFECTGLAZE'H" 1/2" GLASS BITE GLASS TYPE 6 WINDOW SYSTEMS E 1900 SW 44TH AVE. OCALA, FLORIDA 34h74 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT I- z : az3 OW0 Q pO zw W J Lu zOz .Lzl- oLL atn>O m W Z F S g S pa¢wp0OVOVU71-'Zn-F d o Q z OZUtnZjOU L Ww 0 z Ooa Ouoof W m p w1=-0 a=> a ir a a rz 9! 2 20117 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 COMPARATIVE ANALYSIS AND GLAZING DETAILS AIDE 10/13/11 CWS-486 C ALE: SHEET 1:1 20F6 O"""'-" " "'• INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA .34,, 4 WWW.CWS.CG 35 26 23 2 30 8 7 43 9 70 6 35 8200 PVC 0 ' HORZ.RZ. SLIDER NON -IMPACT I r Q Z aZ tZoOIE Z o AozZoW;m 1 P- Ltoo LL Z' > F- w Z - 3: 2CEOe I ZO Z H-2 g aO a=OR 3 1 14 145b53126 1649504717 2 6V O ZNtnZZ-D0 4 35 w.OZ. 8 46 SECTION VIEW 6-8 w_ N CI: LO 49 — I 10 71 NOTE: FIXED LITE AT HEAD Z — O _IU) w o a Oz } I AND SILL IS SIMILAR. C w 3 waFaoa 36 INTERIOR No 58201 •:P ;_ a3 9•• STATE OF :Z` 75 36 49 0 50 40 9 zZ 21 9/22/2017 z LUCAS A. TURNER, P.E. j FL PE # 58201 1239 JABARA AVE. C` NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION', 55 SECTION VIEW A -A SECTION VIEWS DRAW146Y: DATE: AIDE10/13/11 DWGII: REV.: CNJS-486 C NOTE: ITEMS NOT SHOWN FOR CLARITY: SCALE: SHEET17, 25. 27. 34, 39: 40, 41, 48, 51, 52 1;2 3 OF 6 PARTS LIST DESCRIPTION VENDOI Main Fr., SH, w/Flg., PVC, Head Mikron Main Fr., SH, w/Flg., PVC, Sill Mikron Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Main Fr., SH, Yr/Flg., PVC, R. Jb. Mikron Meet, Rail, Fxd. Keymar Sash Meet, Rail, PVC Mikron Reinf. Sash Meet. Rail Keymar Sash Bottom Rail. PVC fS.S.R. for HS) I Mikron h Top/Bot. Rail Mikron ler track Keymarl Bd.. 7/8".Fxd., Horiz. Mikron Bd., 7/8",Fxd., Vert. Mikron Bd., 7/8",Sash, Horiz. Mikron Bd., 718",Sash; Vert. Mikron n. Adapt.,.w/ Nib, PVC Mikron n. Adapt., PVC IL1ikron ler, Tandem M&M A, Impact, PVC Interlocl per. Impact, PVC Interlocl ep Cover w/ Flap M&M rtp., 0.270 x .187.back FinSeel, Gray Ultrafat x 0.75" Ph PH Tek Fastens x 0.625" Ph PH Tek Fastens x 1.250" Ph FH TEK, Wht. Fastens x 0.625" Quad FH TEK, Wht. Fasten< am Sealer. SM-5504 SchneE p Plug, 1/2' Hole M&M dect Glaze 'H", Sika Flex 552 Henkel / 1 t. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLo, E SHEET 2 E SHEET 2 CORNER CONSTRUCTION TERIAL i PVC 1 23116'--I 115t16'--•I WINDOW SYSTEMS PVC l2\ 1900 SW 44TH AVE. PVC I L'. I 9 OCALA, FLORIDA 344?4WPVC (4 WWW.CS.CC alum 2 11/16' ` t 516' 1 5/8" 1116" , 106" PVC-106' CORNER WELD 8200 PVC alum (ALL SIDES) PVC J 6 HORZ. SLIDER Alum PVC FRAME FLANGE PVC SASH MTG. RAIL PVC SASH SIDE RAIL NON -IMPACT PVC H-6031 H-6027 H-6028 um PVC 59. \ DWO u1WOpQPO PVC 1, 1/2" 1 3/t6" , W W d O i- z Fw- PVC z0z 0_ PVC ( _ 05. - t—. 5G T_.I z z = Q. L 0 0 PVC I I 71FIXEDSCREWDr TOGETHEETING ER WITH O O U O z IL ~ N o• PVC 2 118' 1/16" 1 5l16' 1 `•8" OUTERFRAME Z O O _ Z j O Nylon -_ .__I.1l1 G- 1:8 Q ? LL g Z 0 u. 0 Zinc Q3pw-=O_ Zinc J I.Q.. 00 i 30 PVC FIXED RAIL COVER PVC SASH TOP/8TM RAIL w O 0 s 0 w rn wNylonFIXEDMTGRAILS-6063 H-6004 ¢ z Lu O J U1 F H•1836 IL = 0- O g O Steel a h a W 3 w W Steel I tr l rrrrrSteel Steel ; tOREIV'TG, SF•. ilicone GP5`xOEDJP'y 1/ 8" Nylon -11/4"--- ' 13/4' 1116------jjjjjj 8, wi No 5820'1 , iiliCOne 7/ 16" 1/2'- I 5116" '. 3/ 16' —:Cc Rubber , LLLLLL i' 9 . STATE Of u Lt Li— 1116- La •L— 1I78-' I_ 1/16' r 1116" L 1/16 OTcp'F(O ROLLER TRACK PVC HORZ SCRN ADAPT PVC VERT SCRN ADAPT REINF. SBR/SSR REINF. SASH MTG. RAIL ollForm S- 1776 S-6013 S-6014 S-1496 H 1497 4/ 48 I F': Rld P-3321 JbCreen rrame, van, Screen Frame Corner Key Allmelal Nylon 49 P- 3581 Screen Cloth. 18 x 16 Fiberglass 50 P- 3228 Screen Spline,.155 Dia., Blk. Dapa 51 P- 3029 Screen Pull Tab Summit 52 P- 3033 Screen Spring, SS Fla.Spring 55 P- 3113 Screw Support, PVC Team Plastic Rubber x 1/ 4'- r V2". 13) 3116. r 3--- y 7/8- 14 T p s 13 16SCREW SUPPORT P-3113 PVC GLAZESEAD S-6064 LINE ITEMS NOT USED: NOTE:. ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 6, 19- 20, 25, 28, 32.33, 37, 39-41, 45, 53-54 I — f 7Z- 9/22/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 HEET DESCRIPTION: BOM AND EXTRUSIONS RAWN BY; DATE: AIDE 10/ 13/11 WG d: IREV.: CWS-486 C GALE: SHEET 1:2 4OF6 q 15' 6. 1 INSTALLATION ANCHOR(TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. 'MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE. GREATER THAN 1116" IS PRESENT, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - IX BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 6. 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 TABLEI,.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: FMAIAAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMAlAAMA[WDMA.300(EXTERIOR DOORS) ouoga.fflWINDOWSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 342.74 www.CwS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a z s 4z3 E' 0 -Wpd W z 0 z Q- Z t O O-'34¢w00UU[n"Z n-I=-N a Z p00 ZjUwUuiZQpwQOz Q 00.=>- 3:' i w O W O 0 w o w acn 0a. wow Wo>- n. ° x n. Zi Ne SS201 :11 Q:• STATE or tV: G Al- 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 ADE 10/13/11 VG N: REV.: CWS-486 C ALE: SHEET 1:14.29 5 OF 6 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHEf SEE TABLE 1 PERIMETER SEALANT BY INSTALLER DE AND OUT SEALANT BEHIND FLANGE BY INSTALLEF INSTALLATION ANCHOR SEE TABLE 1 I SEALANT BEHIND j FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALL ER INSIDE AND OUT SUBSTRATE BY OTHEI I SEE TABLE 1 TABLE I; APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITN! TAPCON 1" 1-1/8" HOLLOYJ 2" ONCRETE (2.85 KSI MIN.) 3/16"ELCO ULTRACON GROUT -FILLED 2X MIN. SPRUCE -PINE -FIR (G=0.42) 3/16" ITN TAPCON OR ELCO ULTRACON 1.3/8" 7/8" 2X MIN. SPRUCE -PINE -FIR (G=0.42) 10 WOOD SCREW 1-3/8" 718" 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 10-16 HILTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/15" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) 410 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0.125" 7/16" J MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 1/4" MAX. SHIM - 1 III--- SEE TABLE I MIN. EDGE DIST. SEE TABLE i INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER g HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT C HORIZONTAL SECTION B 607 AME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A.BOX-FRAME. APPLICATION. IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER NON - IMPACT I a ? 3 <Z3: I- OWO OWOO w z0zz zF z Z <w zx0wooO 00- CL d UI- Z D- 0 Z— D U Z F 0 w Z OUuGU— QZwwO OZ d' of of (n F F- Zvi w I, coaWp)-w0V aO wF O CLOWN w aCL 3a ORE. 5 N .... tL NSF•.•Qq v No 53201 : S1 •: STATE OF ; rOF ' o R tOP;G``• 9/22/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 HEET DESCRIPTION: INSTALLATION DETAILS RAWN BY: DATE: ADE 10/ 13111 WG k: REV.: CWS-486 C CALE: SHEET 12 60F6 1/4/2018 Florida Building Code Online p jgi qiprttl s. rr,, "'u.r`=_*:. BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Stall BCIS Site Map Links Search a bpr Product Approval 4,, USER: Public User Stile Product Aooroval Menu > Product. or Aoalicatlon Search > Application List > Application Detail 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 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext245 kpine@cws.cc Kevin Pine kpine@cws.cc ay Lathrop 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala; FL 34474 352) 368-6922 Ext221 amonteverde@cws.cc fD 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 l-AS 202 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931p/o2b4g5faOOzM2M4GTnBAwwDnjlGdio°/u3d 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 Ci mm of Prnrincta FL # Model, Number or Name Description 4092.1 HS-8200 1_..._._._._..._._.._._.`.— 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Approved for use in HVHZ: No Installation Instructions FL4092 R8 11 CWS-340E.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By Lucas A. Turner 58201 Created by Independent Third Party: Yes Design Pressure: N/A Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Evaluation Reports FL4092 R8 AE EvalReport340E:Pdf Created by Independent Third Party: Yes 04. j 4092.2 HS 8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use — Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", Installation Instructions FL4092 R8 II CWS-223E:pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4092 R8 AE EvalReDort223E.pdf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes 14092.3 1 HS-8200 HS-8200 PVC Horizontal Slider_ OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No FL4092 R8 II CWS-486C.odf j Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Design Pressure: N/A Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". See Installation drawings for Design Pressure. Glass complies Evaluation Reports FL4092 RS AE EvalReoort486C.ndf Created by IndependentThird Party: Yes with ASTM E1300-04. _.___ _....._..t._-_._ Contact Us :: 2601 Blair Stone (toad 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 anyquestions, 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 emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe http:// www. floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 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 Rude 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 1239Jabara 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, -IA, 2 and -2A from National Certified Testing Laboratories, Orlando, FL signed and. sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/LS.2/A440-05 4) Supplemental Calculations to support CWS-340E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-340E. Limitations of Use: This product: May be used in O/X or X/O configuration in sizes up to 54" x 62" unit size, and X/O/X configuration in sizes up to 125 5/8" x 62" unit size, with max. glass daylight widths as shown in CWS-340E Achieves design pressures as indicated in comparative analysis tables in CWS-340E Is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS-340E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-340E Certification of Independence: 1 do not have, nor do I intend to acquire, nor will 1. acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. jllllt.tll/,/ IREkv cE•fti' •. Q4'.f Lucas r • A!o€32t)1 Turner 2017-08-30 STATP_ aF 16:03+20:00 r•., ,' 5,/©A 8/28/17 Lucas A. Turner, P.E. tlrrrl+Ilt FL PE #58201 HORIZONTAL SLIDER - NON -IMPACT SHOWN W/DIFFERENT OPTIONS) 126 718" -IMAX. OVERALL FLANGE WIDTH 125 5/8" MAX. UNIT WIDTH 1iiI GLASS DLO GLASS DLOrD I 63 1!4" MAX. i OVERALL FLANGEHEIGHT MAX 5L9116' UNIT E GLASS O X HEIGHTDLO 5uur': MAX. SASH- F I ( L E I- 35 1 61 FDaSASH WIDHT 55 114' MAX. OVERALL FLANGE WIDTH 54" MAX. UNIT WIDTH --I I' ZULIE GLASS Dl0 I AGLASS DLO I63 1/4' MAX. OVERALLMAX• FLANGE SASH I HEIGHTB 5713! ICz BHEIGHTOGLASSDLOIMAX GLASS UNIT OLD HEIGHT I I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS GLAZING DETAILS ...........................2 COMPARATIVE ANALYSIS..................3 SECTION VIEWS & ALT. FRAME.....4.5 EXTRUSIONS & B.O.M.........................5 ANCHOR SCHEDULE & NOTES .......... 7 INSTALLATION DETAILS.....................8 1/ Ll MAX SASH WIDTH E 55 1/4• GLASS GENERAL NOTES: owzlw6 1., THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ILL 1/I tlL/.J WINDOWSYSTEMSTO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. - - 1900 SW 44TH AVE, OCALA, FLORIDA 34, T4 2. GLAZING OPTIONS: (SEE SHEET 2) www.cws.cc 3. CONFIGURATIONS: "OX", "XO", "XOX". j I 8200 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 3): HORZ. SLIDER NEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. NON -IMPACT POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e0l/09. z < z 3 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED z O W O 2 w z w WJDIN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD W Oz 0 z D_ - - t F<- W Z O >. 2 ANCHOR CALCULATIONS. O O H O< Cr T O 0 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE V z O U) ai z a y-, In a z U rn p0SYSTEMISREQUIREDINWINDBORNEDEBRISREGION. pj I ?. i0 7. ALL FRAMES AND VENTS FULLYWELDED.. SMALL JOINT SEAM SEALANT O w z - 0 USED AT FIXEDMEETINGRAILANDJAMB, F O g B. SERIES I MODEL DESIGNATION HS-8200. a z z a or: O_ co9. THE DESIGNATION X AND0STANDFORTHEFOLLOWING: a m: ~ a 3 Lu X = OPERABLE SASH, 0= FIXED SASH a. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1 as ann nrrr , Oa a r4 tiORE4VLOCATION. y IE;dSF. PJ - 11. EXTERNAL WEEP SLOT = 1/4' x 1" LOCATED 6" FROM BOTH ENDS. No 58201 •:11 ! STATE OF IIt1t LUCKS OA,*, OR5JP; Turner 2017-08-30 17: 13+20:00 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING. XOX 1/4 1/ 2 1/4 125-5/8" x 62" SEE COMPARATIVE ANALYSIS CHART, SHEET 3 NONE NONE 8/28 20 LUCAS A. TURNER, P. E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PK 941-380-1574 EET DESCRIPTION: GENERAL NOTES AND ELEVATIONS AWN BBY: DATE: AAJ 07/01/08 rGR: CWS-340 E ALE: SHEET 1:33. 33 1 OF 8 7/8' OVERALL 1/8' ANNEALED i r I-- 5/8" AIRSPACE 1/8' ANNEALED n 36 SIKAFLEX 552 ORnQPURFECTGLAZE"H" 112" GLASS BITE 718" OVERALL 3/16" ANNEALED 1/2" AIRSPACE 306" ANNEALED SIKAFLnn36552 PU FECT GLAZOE -H' GLASS TYPE B 1/2' GLASS SITE 718" OVERALL 1/8' TEMPERED 516" AIRSPACE 1/8" TEMPERED S IKAFLEX 552 OR PURFECT GLAZE"H" qa GLASS TYPE C 112" GLASS BITE 718" OVERALL 3116" TEMPERED 112" AIRSPACE 3/16' TEMPERED n n SIKAFLEX 552 OR 36 PURFECT GLAZE'H" GLASS TYPE D 112" GLASS B1TE C 1 DOWg®r'Q 1900 SW 44TH AVE. OCALA. FLORIDA 3.4474 W W W.CVVS.CC 8200 PVC HORZ. SLIDER NON -IMPACT z Z. az3 Owo awFoo w z.oz U:Fz' 0 av 3>-O'm LL rw zF-3'2x O OI=-Oda=IfzVVw1-Z0-F-Md z pV0 Kj 80VN u. a OwO 0 z ' w 0 i- w~0 a - a N. 58201 •'. ' I 0:.. STATE OF •: 8/28/2017 LUCAS A. TURNER, P,E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS AAJ VG 07/01/08 REV.: C: CWS-340 E ALE' SHEET 1:1 2 OF 8 XOX DESIGN PRESSURES (GLASS TYPES OR D IN THE FIXED LIFE; GLASS TYPE A, B, C. OR D IN THE SASH) UMT WIDTH (IN) LalytlavC4 UU S 55 165 175 187 1/2 1102 1/2 1108 3/4 1110 114 1120 1125 5/8 WINCOW SYSTEMS UNIT SASH WIDTH (IN) 1900 SW 44TH AVE. IN) 15 5/8 18 7116 21 511E 24 7/8 29 1/8 30 7/8 31 5/16 34 1116 35' 11/16 WWw. FLORIDA 3 474OCAHEIGHTWW.CWS.CC 17 718 451-45 45 / -45 451-45 45 / -4.5 451-45 1 45 / -45 45 / -45 42.5 / -42.5 40 / -40 82 PVC29112 +45 / -45 +45 / -45 +45 1-45 +45 / -45 +45 / -45 +40.1 / -40.1 +39.1 / -39.1 +33.51-33.5 +30.9 / -30.91 31 1/2 45 / -45 45 / -45 45 / -45 45 / -45 45 / -45 40 / -40 39 / -39 33.1 / -33.1 30.41-30.4 35 112 451-45 45 / -45 45 / -45 45 / -45 451-45 40 / -40 39 /-39 32.91-32.9 30./ -30 HORZ. SLIDER 39 1/2 45 / -45 45 / -45 451-45 45 / -45 45 / -45 40 / -40 39 / -39 32.9 / -32.9 30 / -30 NON -IMPACT 41 1/2 45 / -45 45 / -45 451-45 45 / -45 45 / -45 40 / -40 391/ -39 32.9 / -32:9 301-30 z 3 ¢ z $ 43 112 +45/45 +45/45 +45/45 +451-45 +45/-45 +40/-40 +39/-39 +32.9/-32.9 +301-30 47 112 451-45 45/-45 45/-45 451-45 451-45 40/-40 39/-39 32.9/-32.9 301-30 w O w O c w o o z JO z z 51 112 45 / -45 45 / -45 45 / -45 45 / -45 43.81-43.8 40 / -40 39 I -39 32.9 / -32.9 30 / -30 0 W - 4(o ?j>OD:m 53 112 45 / 45 45 / -45 45 / -45 44.7 I -44,7 +41.31-41.3 40 / -40 39 / -39 32.9 / -32.9 30 / -30 z I- w z I-- 3 2 Ezm2<mw00 55 112 451-45 45 / -45 45 ! -45 42.4 / -42.4 39 / -39 38 / -38 37.7 / -37.7 32,9 / -32.9 30 / -30 O O 0 ti ¢ _ 62 45/-45 44.9 1-44.9 40.4/-40.4 36.4 /-36.4 33,11-33.1 32.1/-32.1 31.8 /-31.8 30.6 /-30. 30 /-30 0 z z ? z p O ]U- F?w2ZOwZ XO OR OX DESIGN PRESSURES (GLASS TYPE A, B, C, OR D) I¢- w 00E-i0 02LwpOOjU) F Ox w} UNff WIDTH IN) 0 w r 0 EL LINT CL w , a. w 3 HEIGHT (IN) 29.5 31.5 35.5 39.5 41.5 43.5 47.5 51.5 54 a 17.875 45/-67.5 45/-67.5 45 / -67.5 45 / -67.5 45 I -67.5 45 I -67.5 45 / -61.9 45 / -54.6 451-50.8 1 1DREbyF` •„ lL , 29.5 45/-67.5 45 / -67,5 45 / -67,5 45/-67.5 451-67.5 451-67.5 45 / -58.2 451-49.5 45 / -45 G` ; •iC EtisF: Py' 31.5 45/-67.5 45 / -67,5 45/-67.5 45/-67.5 45 I -67.5 451-67.5 45 / -58.2 451-49.5 45 / -45 No 53201 35.5 45/-67.5 45/-67.5 451-67.5 451-67.5 451-67.5 451-67.5 45 / -58.2 45 / -49.5 45 / -45 39.5 45 / -67.5 45/-67.5 45 / -67.5 45/-67.5 451-67.5 45/-67.5 45 / -58.2 45 I -49.5 45 / -45 9 i STATE Or :• 41.5 45 / -67.5 45/-67.5 45/-67.5 45/-67.5 45/-67.5 45/-67.5 45 / -58.2 45 / -49.5 45/45 O A 1 p... ?, 43. 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 49 45 / -67,5 45/-67.5 45/-67.5 451-67.5 451-67.5 45 / -67.5 451-58.2 45 / -49.5 45 / -45 51. 5 45 / -67.5 45/-67.5 45/-67.5 45/-67.5 45/-67.5 451-66.7 451-582 45 / -49.5 451-45 53. 5 45 / -67.5 45/-67.5 45/-67.5 451-67.5 45 / -65.9 45 / -63.6 45 / -58.2 45 / -49.5 45 / -45 Z 55. 5 45/-67.5 45/-67.5 45/-67.5 45 / -65.4 451-62.9 45 / -60.7 45 / -56.9 451-49.5 45 / -45 59. 5 45 / -67,5 45 / -67,5 45 / -65.6 45 / -60.1 45 I -57.8 45 / -55.7 45 / -52,1 45 / -49.1 45 / -45 S/2S/2017 LUCAS A. TURNER, P.E. 62 +45 / -67.5 +45/-67.5 +45 / -62.5 +451-57.2 +45 / -55 +45 / -53 +451-49.5 +451-46.6 +45 / -45 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS DRAWN BY: DATE: AAJ 07/01/08 NOTES: D'NG N; REV: I CWS-340 E 1, IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE SCALE: SHEET 2. ALL XOX UNITS MUST USE EITHER GLASS TYPE B OR TYPE D ONLY. j 1:1 30F8 i M/INDl7VY SYSTEMS 35 26 23 7. 30 B 7 43 10 26 35 1900 SW 44TH AVE. www.c ws.cc 34474 i WWW,CWS.CC ! 8200 PVC I HORZ. SLIDER NON -IMPACT I ICI < Z p J0 Q DO c ob o Zoz}o Tw3ZZ_ 1— U o lJ3 14 4 44 31 5 26 15 47 SO a9 14 49 50 4 1 26 4 O O O a ¢ ='o 5" LL U Uul Ual-a3o- SECTION VIEW B-B Z ZO —? Z Z 060 4 0.w OMpz 35 Q ~U Z'j4m } n 0B60WODxWUJW 46 - ZtnWa OJCnr- 5D 7, 0 LuI- wIf O>n 49 a a- tY _a_ E4v JVFc' .......... Ivs. P''• N. 58201 .. STATE OF .4U A3545 'SS70NA `E•: 21 11 D 10 ZZ 18, D6 $4 0 8/28/2017 LUCAS A. TURNER, P.E. FL PE 9 58201 1239 JABARA AVE. Q- p NORTH PORT, FL 34288 PHpO2 INI , 941-380-1574 SECTION VIEW C-C HEFT DESCRIPTION; 55 ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW A -A OX DRAWN BY: DATE: AAJ 07/01 /08 DWO N: CWS-340 EL25.27 SHOWN FOR CLARITY: 39, 40, 41, 48, 51, 52 SCALE: SHEET t2 40F8 INTERIOR OW10618 35 6`10 9 4 43 ntB 6 30 223 2 33130 i2j8 38 7 43 9 36 10 8 WINDO1900SW HAVE - SYSTEMS ED. 1900 SW 44TH AVE. r i OCALA, FLORIDA 34474 www.Cw&CC 1 8200 PVC HORZ. SLIDER i ` I NON -IMPACT a , o qz w zoz kzw 3 20 17 147 0 (,49 14 49 50 4 15 5 38 14 44 42 14 38 b5 T5 47 50 49 49 500476 i5 J u F w z z Zxg Q' WO_wpp 1 O O OO.O air u~ia ZzO3jZz? Uf/7 SECTION VIEW E-E ¢ z U U z O u U z pwOOQ <>-InU- z(n OD I- owwccnw 181, O F zN OW asY / — p wZdO aTENtn l L1 CJII ex it306 a No 58231 i INTERIOR ° = : a r 91. STATE OF 70NA1-c v ` 13 1phrrHrp+ 45 40 \ Ji10I i se o g; W28/2017 LUCAS A. TURNER, P.E. FL PE M 58201 1239 JABARA AVE, NORTH PORT. FL 34288 24 O PH,941-380- 1574 SECTION VIEW F-F ALTERNATE FIN FRAME SHEET DESCRIPTION: 4 SECTION VIEWS XOX SECTION VIEW D-D DRAWN BY: DATE: AAJ 07/ 01108 DWG N: CWS-340 E ITEMS NOT SHOWN FOR CLARITY: 20. 25, 27. 34, 39. 40.41.48, 51. 52 SCALE: SHEET 1:2 50F8 6 1 S-6005 I Anti -Lift / Roller track 7 H-6027 Sash Meet. Rail, PVC 8 H-1497 Reinf. Sash Meet. Rail 9 H-6028 Sash Bottom Rail, PVC (S.S.R. 10 S-1498 Reinf. S.B.R./S.S.R, 11 H-6004 Sash Top/Sot. Rail 12 S-1776 Roller track 13 S-6064 Glz. Bd.. 7/8",Fxd., Horiz. 14 S-6064 Glz. Bd.. 7/8",Fxd., Vert. 15 1 S-6063 lFixed Rail Cover 17 S-6013 Scrn. Adapt., w/ Nib, PVC 16 1 S-6014 Scrn. Adapt., PVC 21 P-3804 Roller, Tandem 22 1 P-3783 jSpringLock, Impact, PVC 23 1 P-4069 lKeeper, Impact, PVC 24 P-4479 I Weep Cover w/ Flap 25 P-3893 Reinf. Plate. F.M.R: 26 P-3429 W stp., 0.270. x .187 back FinSE 27 P-4638 8 x 2:5 Ph Modifed Truss, Typ 29 j P-3768 48 x 0.625 Ph PH SMS 30 P-4051 W 8x 1.250 Ph FH TEK, Wht. 31 P-3748W 6 x. 0.625 Quad FH TEK, W ht. 34 P-3342 Seam Sealer, SM-5504 35 P-3752 Cap Plug, 1/2" Hole 36 Purfect Glaze "H" or Sikaflex 5' 38 P3352 Set. Blk., 85 Dur., 1/8" x 5)8" x 39 P-3663 HS-8200 Gold Cert. Label, NFR 40 P-3881 Temporary Lbl. (NFRC/DP) 41 P-3613 CWS Lbl. (logo) 42 Glass, Fixed 43 Glass. Sash 44 P-3281 Spacer, DuraSeal, Fixed 45 P-3281 Spacer, DuraSeal, Sash 46 P-3218 15creen Frame, Horiz, 47 1 P-3218 Screen Frame, Vert, Mikron PVC 1- 31/8"— Mikron PVC cz .r--III I Mikron PVC 1 Mikron PVC 2 eymark Alum 3 2 t V76' ( 4 Mikron .PVC in6" eymark Alum t Mikron PVC eymark Alum PVC: FRAME FLANGE Mikron PVC H•6031 Tremco 3E PVC FRAME FIN H-6026 2 3116" 7` 7 1 /8" i 1/16" PVC SASH MTG. RAIL H-6027 15/8" t/16" I PVC SASH TOP/BTM RAIL H-6004 1 15/16" 0 L PVC SASH SIDE RAIL H-6028 2 118" L4 1176 FIXED MTG RAIL H-1836 CORNER CONSTRUCTION WINDOW SYSTEMS 1111 //11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.C'NS.CC CORNER WELD 8200 PVCALLSIDES) HORZ. SLIDER NON -IMPACT 3 OUJO an W Z0 p w Z~HZO1_ I- Lu zi_33x z z=2¢0 wp0 SCREW DM1TOGETHERWITH EETINGRAILo O 0 O Z a F U) 0- OUTERFRAME Z LO t, 0 7 Z j U rn 1: 8 Q u_. O Z C0w1==0- a o0»30 w ' i. P0 01i- 6wH0: aO al r a r3n r-- 1 1/4—1 7/ 16- { 1 1/8'-- 112" i 1 1t8" 5116" 3/ a'—^--J 3/ 16' { j_ O J— L T"` 1— 0 1116" 1115, 1116' 1 1/16' 1/16' ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF: SBR/SSR REINF. SASH MTG, RAIL S- 1776 S-6013 S-6014 S-1498 S-1497 49 1 P-3581 13creen Cloth, 18 x. 16 Fiberglass 9t16"-- 50 P-3228 Screen Spline, .155 Dia- Elk. Dapa 15 1/ 4" r" 51 P•3029 Screen Pull Tab Hurley 7— 13 14 52 P-3033 Screen Spring, SS Fla.Spting 1 5/16" 718^ 54 H-6026 Main Fr., SH, W Fin., PVC Mikron PVC. 55 P-3113 I Screw Support, PVC Team Plastic Rubber PVC FIXED RAIL COVER PVC GLAZEBEAD S- 6063 S-6064 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 16, 19.20, 28, 32-33, 37, 53 112" 3116" SCREW SUPPORT P3113 Y: No 58201 '.- 0 9STATE OF O R SS oniAtti?,.• 8/ 28/2017 LUCAS A. TURNER, RE. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 1EET DESCRIPTION: BOM AND EXTRUSIONS iAY: N OY: DATE: I AAJ 07/01/08 NGN: RE:'.: CWS- 340 E ALE: SHEET 1= 2 6OF8 5: MAX. O.C, (TYP.) tt SASH 6" MAX.(TYP.)- 6' MAX. (TYP.) --- 16, MAX. O.C. TYP.) 9" MAX. O.C. TYP.) ANCHOR c@MIDSPAN— Ty P.) L-3" (TYP.) \JlYLY6L l(//UL/(Y•'J fj(" i5 MAX. O:O:(TYP,) 11 3116" MAX. D.C. (TYP.) WINDOW SYSTEMS Q FIXED 6' MAX. (TYP.) SEE NOTE 2 6- MAX.(TYP,) "'-3- (TYP,) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC INSTALLATION ANCHOR (TYP,) o" MAx.o.G.J 8200 PVC X 0" X HORZ. SLIDER1oiNON -IMPACT CHORLAYOUT-(FLANGE) 4" MAX.(TYP.)--' !--+-8" MAX. O.C.(TYP.) 4" MAX. (TYP.) ( T- t 8" MAX. D.C. TYP) Fxl O Fx SEE NOTE 2 INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FLANGE) 4" MAX. (TYP.)-- Ir 8' MAX. O.C. (TYP.) 4" MAX. (TYP.) T' INSTALLATION 8" MAX O.C. ANCHOR (TYP.) TYP) ANCHOR LAYOUT - (FIN) ANCHOR. LAYOUT - (FIN) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS: MAX.. ALLOWABLE. SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING 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 S. 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 S. 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, I'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: FMAIAAMA 100(FIN WINDOWS), F(v1A/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMAIAAMA/WDMA 300(EXTERIOR DOORS) Q Z I- Ewo Qwp6. zwJOw zOz cl.__1t o av3>O¢2m U 00-za-rina Z 0 UZ I- U 0 U K QU} WOOUZ O wl=- waf o aa Ir PNOREt1r pG v No 58201 •: 0'.. STATE OF U 8/28/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380- 1574 ANCHOR SCHEDULE AND NOTES AAJ 07/ 01/ 03 vG 9: REV.: CWS-340 E ALE SHEET 1: 40 7 OF 8 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS DIST. 114" MAX. SHIM I SEE TABLE 1 I SEE TABLE T SUBSTRATE BY OTHERS SEE TABLE i 1 MIN. EDGE DIST. MIN, EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE I SEALANT BEHIND O LFLANGEBYINSTALLERn 114" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 t 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER I PERIMETER SEALANT MIN, EMBIEDMENT j BYINSTALLER II SEE TABLE I INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE i MIN, EDGE DIST. SEE TABLE VERTICAL SECTIONSECTION B TYPICAL SILL ANCHORAG PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER g HORIZONTAL SECTION 8 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT LAIN. EDGE DIST. FLANGHOLLOW OGMU (117 PCF MIN.) 3/16" IT J TAPCON i" 2" FLANGE CONCRETE( 2.85 KSI MIN.) 1" FLANGE GROUT - FILLED CMU (ASTM G90) 3116" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) OR ITW T. ELCO ULTRACTRACPCOON OR 1-3/8" 718" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 910.tNODD SCREW 13/8" 7/6" 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" 7/ 16„ FLANGE 1/ 8" ALUM. ( 6063- T5 MIN.) OR I118" STEEL (33 KSI MIN.) 910 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" 7116" MIN. EDGEDIST. SUBSTRATE WIYJEOYa' SYSTEMS Ih/I SEE TABLE 1 BY OTHERS 1900 SW 44THAVE. 114" MAX, SHIM F SEE TABLE WWWAWS.CCA3wl74 I 8200 PVC I HORZ. SLIDER MIN. EMBEDMENT SEE TABLE I NON - IMPACT Q Z 3 Q Z 0 PERIMETER SEALANT Z 0 LU 0 a W 0 p BY INSTALLER w Z O Z K K Z I- i INSIDE AND OUT Q tD } O 0= 3: m INSTALLATION ANCHOR Z Z i 2 4 xW p SEE TABLE T O O O L3 < SEALANT BEHIND v a z FIN BY INSTALLER Z p C7 O z C HORIZONTAL. SECTION _ 4 1 Z u0, m 0_ O B TYPICAL FIN ANCHORAGE af Q O F !- F_ Z HEAD AND SILL SIMILARFORFININSTALLATION < K K } 3: O Z w N O o owwW a 0 LU0 amf} K W3w a =- aoa G•`PNDREW No 58201• 13 STATE OF 0•. F 011 PERIMETER SEALANT--- ( VINSTALLER INSIDE AND OUT D HORIZONTAL SECTION 8 BOXFRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING: A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 8/28/2017 LUCAS A. TURNER, P. E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 HEET DESCRIPTION; INSTALLATION DETAILS RAWN BV: DATE: AAJ 07l01/OS wo a: I RED: CWS-340 E CALE: SHEET 1:2 8 OF 8 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 G Validation Checklist - Hardcopy Received FL16177 R2 COI EvalReoort812C.odf Standard AAMA/W DMA/CSA/ 101/1.S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Year 2008 2005 2009 1994 bttp://www.floi-idabui Id i ng.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgvyf4ngAXii10 12/14/2017 Florida. Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 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 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limf s of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 II CWS-812C.pdf 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 EvalReport812C.odf Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Next Contact us :: 260.1 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, oo not send electronic mail to this entity. Instead, contact the office byphone or by traditional mail. If you have any questions, please contact 850,487,1395, 'Pursuant to Section 455.275(1), Florida Statutes,.e(fective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: I. ttr.Al -«x- Credit Safe S , GtlC+il rill i117C. http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017 s 1.239 Jabara Ave. North Port, FL 34288 Ph, 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, 70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`s' 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-21.0-381.5-1A, -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 Is impactresistantand does not ,require the use of shutters May be used in the High Velocity Hurricane Zone o Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 3.0 ft in HVHZ) - Air - 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.021 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 6' b 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. Wj% ttsu!!!! p, No RE VA/ Lucas - i :• No 58201 ++: Turner Z 2017- 08-30 c STATE OF ; 16: 11+20:00 ',Q't`'"" ''8/29/2017 Lucas A?Turn oRer, P.E. t, NA ,''t FL PE # 58201 11111JI111 33" 6131, MAX. UNIT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I GLAZING DETAIL .. 2 SECTION VIEWS 3 EXTRUSIONS. & B.O.M........................ 4 ANCHOR SCHEDULE & NOTES........5- INSTALLATION DETAILS....................6 NGLE HUNG - 531/W MAX: OVERALL FLANGE WIDTH— 51 7!8" MAX. UNIT WIDTH 4711116" GLASS DLO A -—, M PACT GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FSC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED. FOR WIND .ZONE .4 MISSILE LEVEL 0 IMPACT. USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) wl( t II flj NDOW SYSTEMS Lim 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC 3. CONFIGURATIONS: "0/X°. SINGLE HUNG 4,.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130MO01/09 Q POSITIVE DESIGN. LOADS BASED ON TESTED PRESSURE,. WATER INFILTRATION TEST PRESSURE AND "GLASS TABLES. o00a ASTM E 13OQA4e01/09. w w Z 5..ANCHORAGE: THE 33 113%STRESS INCREASE HAS NOT BEEN USED ZO? of - - H w 00.3.3. sINTHEDESIGNOFTHISPRODUCT. SEE SHEETS FOR ANCHOR C ¢ w O OODETAILS. WINDLOAD. DURATION FACTOR-Cd=1.6 WAS USED FOR WOOD. OO Iz-O0 y 0 Z < 'a ANCHOR CALCULATIONS. O Z- a7 Z m O B 2613/16" 6.. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Z z 0 0) Z O LL U GLASS LO NOT REQUIRED. c d O P H Z- ri70- :vi 7..ALL FRAMES. AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w O 0 (n p w U) LL USED AT FIXED MEETING RAIL AND JAMB. z E 0 S. SERIES / MODEL DESIGNATIONSH-8100. p w0 (L ujIL I, 1 I 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 30 3ns" I i 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 26 7/8" LOCATION. SASH GLASS HEIGHT x i - 1 DLO 11. EXTERNAL WEEP SLOT= 114" x 1-1/4"LOCATED 4" FROM BOTH ENDS. I A 45 1116" — GLASS DLO 48 318" - MAX. SASH WIDTH MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING RATING 51- 7/8" x 61-3/4" 1- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017- 09-22 13: 36-04:00 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS BAT 06118/12 VGREV.: CWS-812 C ALE: SHEET 1:15 1 OF 6 718" OVERALL INSULATED GLASS 116" ANNEALED OR TEMPERED 7116" AIRSPACE 5116" LAMINATED GLASSJ]E . 1!6" ANNEALED 090' PVB INTERLAYER BY DUPONT 119" ANNEALED PURFECTGLAZE "H' OR SIKAFLEX 552 112" GLASS BITE FIXED LITE 7f8" OVERALL INSULATED GLASS 1f8" ANNEALED OR TEMPERED 7116" AIRSPACE 5116""LAMINATED GLASS 1f8" ANNEALED 090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED OUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 E) 1/2" GLASS BITE 1goo 5W 44TH.AVE. OCALA, FLORIDA U74 www. cws.Cc 8100 PVC SINGLE HUNG IMPACT d 3: QZ D at-W00w z O z_ W— Z F 0 Woo 0 06M'm U L1 Uw' I- za-Pwo. Z—.'—ZF3 to Z Ozt) tijZD.U- 1ct:Dww p ax> wE-O0W ^ a rt X4 9/ 22/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 GLAZING DETAILS BAT 06/ 18/12 EWr @:. REV.: CWS-81r2 C SCALE: SETTING BLOCKS PER FBC 2411.3.3.11 SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH .4VE. OCALA, FLORIDA 4474 WWW .CWS.CC 4 3 S3 1 38 13 3 4 45 8100 PVc SINGLE HUNG D IMPACT 0 as ZZ¢z 1- QW'p00 1 Z 0W1WJ 6663 o zrnZ O Zm 3 14 54 14 65 19 4 O OHO d= z I- .' K SECTION B-B p z— z 0 5a NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW; z OZ Jv_ZDV- W o Oz O zO' RIGHT SIDE SHOWS SASH SECTION VIEW. re P i-Z Lj po NOW z-0 14 39 p W H Oa,. W a. aka 40 2-- B 1T uulh4y 1 3 1NTERIDR r?.4 c ENSF s 3• •': i> No 58201 y 48 9 STATE OF 14 53 65 10 62 _ 32 3z (j 'r 3 9/22/2017 LUCAS A. TURNER,.P.E. 19 U 6. 2 4 FL PE # 58201 3 1239 JABARA AVE. 30 NORTH PORT, FL34288 o - PH. 941-380-1574 5HEET DESCRIPTION: SECTION VIEWS SECTION A -A DRAWNBY: DATE: BAT 06118/12 DWG ftI CWS- 812 C NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52. 55-56,.64; 67-68 A SHEET 1. 2 30F6 fiilb[•'fi 32 P3429 Wstp., 0.270 x .187 back FlnSeal, Gray Uitratab 37 P-4638 8 x 2-1/2 PH Mod. Truss, Type A. TEK 2 Fastenal Steel 38 P3768 8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W 8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W 8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P3342 Seam Sealer, SM-5504 Schnee 45 P3752 Cap Plug, 1/2" Hole M&M Nylon 47 P3438 Sikallex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Wk., 85 Our., 118" x 518" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl._(NFRCIDP) 52 P3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET 2 GLASS 54 Fixed SEE SHEET GLASS 56 1513281 Spacer Dumseal 62 P3218 Screen Frame, Hodz. Allmetal Alum 63 P3218 Screen Frame, Vert. Allmetal Alum 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 14 1 r-3b41 I FdX 1/Z , ran MeaO, I CR naslenar LINE ITEMS NOT USED: 5, 7, 11, 15-17. 21-22, 29. 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1/8" 1116" FRAME FLANGE-6031 Ire" 8I16" 3 1/16" REINF., IMPACT HOOK -1112 1 sils" I 0 7!8" 1116" PVC SASH STOP -6025 3/4" 3/16"— 13 1/16" REINF. S.B.RJS.S.R. - 1498 PVC SASH BTM. RAIL-6028 1 3/18"— T1518" 16" PVC SASH SIDE RAIL-6004 18 1/76" PVC SCREEN CATCH - 6013 ffV4151116" REINF. 8TM RAIL-1699 0 3116" b O 1 6/16" 6 7l8" 1/16" IMPACT HOOK S- 1577 23/ 16" 8 1/ 16" PVC: SASH TOP RAIL-6027 11n" 1 2 1/8' 1116' FIXED RAIL- 1836 9/ t6" 1 511 045" PVC FIXED RAIL COVER - 6063 SIB" L 1/i6" REINF, TOP RAIL-1497 FRAME CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVG. OCALA, FLORIDA 34474 WW W.CWS.CC 8100 PVC CORNER WELD ALL SIDES) SINGLE HUNG 1: 8 IMPACT Q I'- Z ;?.: Q Z ir a Z gZWJo U. Fw zwZ ow3m Z1 3g= O Ot=-p¢WOO CL ~ d FIXED MEETING RAIL O O 0 1, Z ZD Z O N SCREWEDTOGETHERWITHOUTERFRAME Z Z 0 Uj F.?LL 2 0 0 W 1: 8 Z yi0LLIPMZ- 00v; 0 0 3: 0 U. ( n uj 0_jM O wFz-00 ELM'> 5/ 16"11/ 11 19 T— 1l16" iPVC SCREEN SUPPORT - 6014 114— i i 14 7/ 6' if PVC GLAZING BEAD-6D64 112' 3/ 16" 9" 1 iT 0. SCREW SUPPORT-3113 o ww 9/ 22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941380-1574 BOM AND EXTRUSIONS BAT 06118/12 G a: REV.: CWS- 812 C ALE: SHEET 1: 2 4 OF 6 6" MAX. (TYP.) 17" MAX. O.C. (TYPJ 6" MAX. (TYP ) 4" (1 4- (TYPJ 4" (TYP.) 10 112" MAX. O.C. mL VP.) i I O I I I I 1 I I I I 10 112" vc, O.C. TYP.) nrvununa ncuunccu m a ANCHOR LAYOUT -(FLANGE) SEE NOTE 2 INSTALLATION ANCHOR MP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 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.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 1., SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION. ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE'USED IN SUBSTRATESWITH STRENGTHS. LESS THAN THE MINIMUM SPECIFIED IN TABLE 1., SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3"-FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCKFASTENERS -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 TABLE1, 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: FMAIAAMA 100(FIN WINDOWS),. FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) SYSTEMSWINDOW SYSTEMS 1900 SW 44TH AVF.. OCALA, FLORIDA 4474 WW W.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q az Z W J IllZ O? Q- Z H I- W Z I- 'S 2 2ZZ2`2 Q-<'w: O OrnOVWr=-v~ia z q ZZjc=.1N H z o 1:D LL Z HOQ.»s0-g K zu'a Oa. rh i! O w~K w=CtK3:w s9' STATE OF Ul O R NA 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: DATE: BAT 06/18/12 DWG A: REV.: CWS-812 C 1:15 1 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE SUBSTRATE BY OTHE SEE TABLE 1 MIN. EMBEDME'. PERIMETER SEALANT SEE TABLE 1iBYNSTALLER INS DE AND OUTI SEALANT BEHIND FLANGE BY INSTALLER I/4" MAX. SHIM INSTALLATION SEE TABLE CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MA>L SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBEDMENI BY INSTALLER 6EE TABLEI INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 VERTICALSECTION 6 J TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE. DIST. CONCR OR GROUT -FILLED CMU (117 PCF MIN.) 3l16' ITN TAPCON V 1-1/8" 2" CONCRETE (2.85 KSI MIN.) 1" GROUT -FILLED CMU (ASTM C-90) 3116' ELCO ULTRACON 1-1/4' 2-1/2"- 2XMIN. SOUTHERN PINE (G=0.55) OR RW TELCO ULTRACON ORTRAC1 3/8' 7/8' 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-318" 7/8' 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 010- 16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/ 16, 1/ 8" ALUM. (6063-T5 MIN;) OR 1/ 8' STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL. THREAD THRU 0.125" 7/ 16" INSTALLATION SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/ 4" MAX. SHIM — BY OTHERS SEE TABLE 1 MIN. EDGE DIST SEE TABLE 1 PERIMETER SEALANT BYSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER g HORIZONTAL SECTION 6 TYPICAL JAMB -ANCHORAGE PERIMETER - SEALANT Y BYINSTALLER _'/__ Z_z INSIDE AND OUT HORIZONTAL SECTION. 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS k--/ 19W SW 44TH AVG. OCALA, FLORIDA 34474 W WW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 6 Z Z! aZ3. OW ZJo QI-O W O Z ZwzE> ZZ-O FD-_m Z ZW2¢D!Wo=O O UO O <mF.-w Uen Zdl-tAd oZ_O ZI-00 p p 0 W d wwowlnW zKO w K 2 T~ w W m W U o a o 9/ 22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: INSTALLATION DETAILS BRAWN BY: DATE: BAT 06/18/12 G #: R V.: CWS- 812 C GALE: SHEET 1: 2 6OF6