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Home My WebLink AboutProduct Approval r ionaa rsuuamg uoae unime / Page 1 of 2 v L 117 PRE AVLter. ,/"^: 1 ur' S�� ti r z tom. t w x zs` 1 1l }r� ,. ' •33'1. ..' �. Flu dda }k rl^? i SCIS Home Log In User Registration : Hot Topics i Submit Surcharge : Stats&Factsi Publications [ FSC Staff ' Bets Site Map Links - Search Business-/`!) Professib`rial `= a Pro uct Approval RECEIVED MAY 10 2017 c User Regulation �..- Product Ano.oval Menu>Product Or Aoolication Search>Annucation List>Application Detail - FL# FL16735-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474. (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922- Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 , jlathrop@cws.cr 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 FL16735 Ri COI EvalRep CWS-867B(HS-8200 74x63 WZ3 IMP)odf Referenced Standard and Year(of Standard) Standard Year HAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05. 2005 ASTM E1996-09 2009 Equivalence of Product Standards Certified By haps://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu8obl%2fZm... 2/25/2016 r 1Urlua n uucung t-we umine rage L of L Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/16/2015 Date Pending FBC Approval 04/19/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16735.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:No FL16735 R1 II CVdS-867B(HS-8200.74x63.WZ3 Approved for use outside HVHZ:Yes IMP).Ddf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+50/-50 Created by Independent Third Party:Yes Other.Large Missile"D",WZ3,DP+/-50 psf.Glass Evaluation Reports complies with ASTM E1300-04. FL16735 Rl AE EvalReD CWS-867B(HS-8200 74x63 W2:3.IMP).Ddf Created by Independent Third Party:Yes 16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:No FL16735 R1 II CWS-8688(HS-8200 111x63 WZ3 Approved for use outside HVHZ:Yes IMP). df Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+50/-50 Created by Independent Third Party:Yes Other:Large Missile"D",WZ3,DP=/-50 psf.Glass Evaluation Reports complies with ASTM E1300-04. FL16735 R1 AE EvalReD CWS-868B(HS-8200 11163 WZ3.IMP):Ddf Created by Independent Third Party:Yes E Nex[ Contact Us::1940 North Monroe Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht'2007-2013 State of ct",LA ::Privacy Statement:•Accossibility 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-reoords 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 850.487.2395.*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 N they have one.The emaits 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: EDP—q— P.ttd M security.ti,;mc+ https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl`/o2RZm... 2/25/2016 ® � HORIZONTAL GENERAL NOTES:SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED W114DOWSYSTEM9 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 SW 44TH AVE. USE AS DEFINED IN ASTM E 1996 PER THE FEC. OCALA,FLORIDA 34474 W W W.CWS.CC THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE 75 114"MAX,OVERALL FLANGE WIDTH 7.0NE(HVHZI OR IN ASTM E 1996 WIND ZONE 4 AREAS. 8200 PVC 2.GLAZING OPTIONS:(SEE SHEET 2) 74"MAX.UNIT WIDTH HORZ.SLIDER 33"GLASS DLO----- 3,CONFIGURATIONS:"OX","XO". IMPACT A 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND n a GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o N H - INFILTRATION TEST PRESSURE AND GLASS TABLES o 0 0 I ASTM E-1300.04. `L w I 6MAX.41/4" 5.ANCHORAGE:THE 33 1/3/STRESS INCREASE HAS NOT BEEN USED ¢ m FLANGE B B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR rn HEIGHT I DETAILS, WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD z _ _ ANCHOR CALCULATIONS. M _ � o � _ I 6.PRODUCT APPROVED FOR,IMPACT RESISTANCE..,SHUTTERS ARE NOT N .w z 63" I I I I REbUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w °o g MAX. UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT n. w d HE I C C 59 9/15" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND a U MAX. FLYING DEBRIS.SASH o rn HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT o o USED AT FIXED MEETING RAIL AND HEAD/SILL, m ¢ O z GLASS 8 S.SERIES/MODEL DESIGNATION HS-8200. ,`,, OR DLO 5 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ��- N......... C X-OPERABLE SASH,O-FIXED SASH `�:GQD.��C F.N �GQ,y,� Li 11 I I D 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �'J%• Na 58201 X11 I 5 LOCATION. * 5 I D 11.EXTERNAL W EEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. O, STATE D .o--1 a A %,��s; 0 R I 6 33"GLASS DLO Lucas A.Turner SeOjoll It 35 5116"MAX.SASH WIDTH 2015-04-11 15:16-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DSC- RPT ON: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: ATE: GENERAL NOTES 8 ELEVATIONS...........I ADE 10/10/13 SECTION VIEWS 8GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING UWGN° . ANCHOR SCHEDULE 8 NOTES................4 74"x 63" +/-50 PSF LARGE MISSILE IMPACT wm. -857 e INSTALLATION DETAILS...........................5 Sd SHEET 1:15 1 OF 5 WINDOW STEMS (lam WIIVDOW SYSTEMS 121/2"MAX.O.C.(TYP.) I� _ 1900 SW 44TH AVE: 6"MAX.(TYP.) I 3 (TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP.) �--3"(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 W W W.CWS.CC 8200 PVC INSTALLATION ANCHOR"P.) _ , 1 , HORZ.SLIDER I I j I I ANCHOR(TTYP.) IMPACT I 6„ MAX.O.C. I (TP') 17" I nv �p (TYP.)D.C. I I I I I I I o 0 0 �/ �/ Q i' W I I warn I U z I co o o cn I N w Z W ir-- -- -- -- ' ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN1 0 U 0 m ¢ z ,t�1111Uog, C. ...RE W TG • �.j No 58201 ;�7a NOTES: STA'T '•� •, E OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��i4s5'�O..'.�JG� 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ZZ 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 4/11/2015 .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 LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE k 582011239 JABARA AVE. 5,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, INSTALLATONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,I"FOR WOOD AND METAL. DRA8E:ADE 10/10/13 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. cD It:: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 B 9,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 120 4 OF 5 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT nwe® • SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS ffl BY OTHERS fA —MIN.EDGE DIST. 1/4"MAX.SHIM— - SEE TABLE 1 MIN.EDGE DIST. — SUBSTRATE 1800 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 SEE OTHERS SUBSTRATE BY OTHERS 1/4"MAX.SHIM— SEE TABLE 1 WWW.OCALAFLORIDA 34474 SEE TABLE 1 + WWW.CWS.CC MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 BY INSTALLER STALLS SEALANT I 8200 PVC INSIDE AND OUT SEETABLEIONhNCHOR HORZ.SLIDER SEALANT BEHIND O SEE TABLE EDMENT IMPACT RANGE BY INSTALLER 1/4"MAX.SHIM n v PERIMETER SEALANT N PERIMETER SEALANT BY INSTALLER o 0 0 BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Y W INSTALLATION ANCHOR - SEALANT BEHIND SEE TABLE 1 w ¢ m SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND N FIN BY INSTALLER v z 0 HORIZONTAL SECTION /_C1 HORIZONTAL SECTION LL O `5 f TYPICAL JAMB ANCHORAGE �,S f TYPICAL FIN ANCHORAGE a o Ln HEAD AND SILL SIMILAR FOR FIN INSTALLATION N w z �j a w d ¢ ca 114"MAX,SHIM p W SEALANT BEHIND FLANGE BY INSTALLER [� v m ¢ Z PERIMETER SEALANT MIN.EMBEDMENT �t7N INSTALLER SEE TABLE 1 �� OREJillsoW Iflit,NSIDE AND OUT II ��N. SUBSTRATE BY OTHERS No 58201 •'�-P SEE TABLE 1 MIN.EDGE DIST, SEE TABLE 1 :, Na- VERTICAL SECTION STATE OF :40 .. _ �_bJ TYPICAL SILL ANCHORAGE .. .. .. .... .. . .. (.O R.10U\�,��. /OyNA%�`,,�� TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. , LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON1.1/2" 1.1/6" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941.380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM G90) 3116"ELCO—ULTRACON 1.1/4" 2.1/2" BOX FRAME INSTALLATION SHEAT 0 SCR Pi ON; FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 3IB" " HEAD AND SILL SIMILAR FOR BOX INSTALLATION 7/8 OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1.3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR I1W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: oRAwN BY: Ari: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" ADE 10/10/13 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED o i:: W6T.: FLANGE 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0,125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-867 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN,SOUTHERN PINE(G.0,55) #8 WOOD SCREW 1.1/2" 112" SHOWN FOR FLANGE WINDOWS. SDA SHEET 1:2 5OF5