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Home My WebLink AboutProduct Approval Page I of 2 ELL1: SEP 012015 .., � x- r r �.ah:_•: ,�-zf��, .'`P"�� '�� "�� yp:+v�«' rm-r- gip F10dda(}°partmenff s BUS Home Log in 1 user Registration Hot Topics Sub m rg Stats Pacts ? Publications FBC Staff i Bas Ste Map Unks Search B s Y1 f� AUUJ�tples y�1t Product Approval' 1 rofessit(lal q&UM: Public User Regulation Product Anoroval Menu>Product or Application Search>Avolicationis 3plicationDeetail s;.X "V ann�WP .. dr 4F r $ FL# FL16735-RI - �_� �� . Application Type Revision Code Version 2014 Application Status Approve Comments Archived L1 \� Product Manufacturer Custom Window Systems Inc. Address/Phone/Emali 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 Jay Lathrop Address/Phone/Small 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Category QW1ndows Subcategory orizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer li 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 'J= Validation Checklist-Hardcopy Received Certificate of Independence FL16735 R1 COI EvalRep CWS-867B(HS-8200.74x63,WZ3,IMP).Pdf Referenced Standard and Year(of Standard) Standard Year AAMA/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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQV tDqu8obl°/a2f[ZM6... $/4/2015 Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted 04/14/2015 Date Validated 04/16/2015 Date Pending FBC Approval 04/1912015 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 RI II CWS-867B(HS-8200,74x63,WZ3, Approved for use outside HVHZ,.Yes IMP).Pd 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 RI AE EvalReo CWS-8678(HS-8200,74x63, WZ3,IMP).pdf Chkated by Independent Third Party:Yes HS-8200 PVC Horizontal Slider -P-6-8200 PVC Horizontal Slider,Impact,111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:No FL16735 R1 II CWS-868B(HS-8200, 111x63.WZ3. .for HV :d - �VHZ-Yes Approved for use outside HVHZ*Yes IMP).r)d Approved Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressur - Created by Independent Third Party:Yes r, I W "D",WZ3,DP So rge Missile D Z3.DP 50 psf.Glass Evaluation Reports complies with ASTM E1300-04. FL16735 R1 AE EvalRep CWS-8686(HS-8200, 111x63, WZ3,IMP).od Created by Independent Third Party:Yes Backj F...11 Contact Us 1940 North Monme Street Jallahassee Fl.32399 Phone:850487-1 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.,.Privacy Statement::Accessibility Statement::Refund Staternen Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(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 ernails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish bo 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 didc hM. Product Approval Accepts" r=--iq- 9E M sceuritvmr.-ruics https://www.floridabuilding.org/pr/Pr aiDv—dtl.aspx?param--wGEVXQwfl)qu8obll/o2fiZm6... 8/4/2015 GENERALNOTES: H IZONTAL SUPr56�- LARGE MISSILE IMPACT ,,) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 SIN 44TH AVE. USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 WwW.CWS.CC THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE fHVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS. 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC HORZ.SLIDER 1121/4"MAX.OVERAL E WIDTH 3.CONFIGURATIONS:'OX','XO". IMPACT 111'MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. 7,:: ILI 4915116" 24 5/8' -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER GLASS DLO GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES A LU ASTM E-13OM4. w S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED < DO IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z fe 0 641/4 1 ANCHOR CALCULATIONS. U) MZ Lu AX OVERALL 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w > FLANGE HEIGHT B B REQUIRED. cc 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT UA a: 63" USED AT FIXED MEETING RAIL AND HEAD/SILL. MAY. 56 13tt6" UNIT GLASS 56 1/4' IL I ) X 8,SERIES I MODEL DESIGNATION HS-8200. LU HEIGHT OLD GLASS A El' DLO9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 59 9116* 6 X-OPERABLE SASH,0=FIXED SASH MAX, SASH 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR . .......... HEIGHT I D LOCATION, 4,C.), E IV a*-.�P 11.EXTERNAL WEEP SLOT-1 x l"LOCATED 411 FROM BOTH ENDS. No 58201 C W -4 C A STATE OF: z 2715/16' 0 4u!.% MAX.SASH WIDTH Lucas A. tt.' 4i 0 R 10.0 Turner ...... 2015-04-13 NAC* 11:05-04:00 4/li/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS 7— GENERAL NOTES&ELEVATIONS...........I DRAWN B -, DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS 3UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: -Flg'V—,' EXTRUSIONS&B.O.M...............................4 CWS-868 8 ANCHOR SCHEDULE&NOTES................5 11"x 63" 50 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS...........................6 sca SHEET 1:20 1OF6 c�� ®�� WINDOW SYSTEMS 3'(TYP)H 1900 SW 44TH AVE. 6-MAX.(TYP.) 3-(TYP.) 161/4" SEE NOTE 2 4"MAX.(TYP.) 8-MAX.O.G.(TYP.) OCALA,FLORIDA 34474 MAX.O.0 4"MAX.(TYP.) WWW.CWs.CC 6'MAX(TYP.)- F7 (TYP-) INSTALLATION 8200 PVC ANCHOR(TYP.) HORZ.SLIDER MAX.O.C. IMPACT (TYP.) MAX.O.C. - (TYP.) Lu U3 z z- ANCHOR LAYOUT-(FIN) AN04OR LAYOUT-(FLANGE) -L +t.6L H 0101180fil, ,�%% .,j.* No 58201 STATE OF NOTES: 0 0 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE I'v#11111110 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. '-t sf- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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.FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. FL 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,PH.941-380-134288 574 SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES OMWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS*3"FOR MASONRY,1"FOR WOOD AND METAL. TEF 10111/13 B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. -D WO r:-R E V.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, CWS-868 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: ScArE-' SHEET FMA/AAMA IOD(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAJAAMA/WDMA 300(EXTERIOR DOORS) 1:25 5OF6 MIN,EMBEDMENT �� / , J TYPICAL HEAD ANCHORAGE SEE TABLE t SUBSTRATEBY It{4�II/Ji( 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE i SEE TABLE t BY OTHERS 1!4'MAX.5H1M SEE TABLE 1 WWW.GWS.CCA34474 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BYINSTALLER INSTALLATION ANCHOR HORZ.SLIDER INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND o SEE TABLE DIAENT IMPACT FLANGE BY INSTALLER 1/4'MAX.SHIM Q r r DPERIMETERSEALANT o f BYINSTALLER d PERIMETER SEALANT INSIDE AND OUT g BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W d m WSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND 1/} SEE TABLE t FIN BY INSTALLER v ZO B HORIZONTAL SECTION C HORIZONTAL SECTION ] L) 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE a HEAD AND SILL SIMILAR FOR FIN INSTALLATION N O I CL h G crN t/4" v SEALANT BEHIND m RANGE BY INSTALLER C� � Z PERIMETER SEALANT MIN.EMBEDMENT BYINSTALLER SEE TABLE 1 % I„......,, INSIDE AND OUT `*+Gq��,.-�0 E NSIF.'.Q�rr SUBSTRATE BY OTHERS SEE TABLE 1 MIN,EDGE DIST. Z SEE TABLE t SECTIONVERTICAL SS't STATE Of :��/` 6 TYPICAL SILL ANCHORAGE r � .........C p R i.'e, r 4/11/2015 TABLE 1:APPROVED iNSITION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRA E TYPE CHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE .0 KSI MIN.) 3116"RW TAPCON 1-1/2" 1.1/6" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR G - ILLED CM CF MIN.) 3/16"ITW TAPCON 1" 2" BYINSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT /—D"\ 941-380.1574 p HORIZONTAL SECTION__ FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1.1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN,SOUTHERN PINE(G=0.55) 3118"ITW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G4.55) #10 WOOD SCREW 1-318" 718" 1 FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, RAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR rrw FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" TEF 10/11/13 •MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DW6#: RE.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16„ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-868 B 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS ca FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1.1/2" ill" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 6OF6