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Home My WebLink AboutProduct Approval (5) Page 1 of 2 A. x'a�=-•"t r €� �'�'}'f`_i �r` r. .� �.2< � �Y�� 'L��xct t r � y 'r � 7 ar F _ .tvi;. ° �.....__-_...Zxs.._.-,..._ ,,. ........_,. _... _;rte._......_.s....._,_�..._,.o..-V.t:._>... .x.-zts._ BCIS Home Log In User Registration Hak Tapirs Submit Surcharge Stats&Facts ', Publications `: FBC Staff ? BCIS Slte Map -Links Search ; B s les s r i ProduProfessioga[ ! USER:Public Approval Regu.ilation �. Product AvQroval Menu>Product nr Application Search>Application List>Application Detall FL# FL16735-R1 Application Type Revision /O Code Version 2014 Application Status14P 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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (35 - x1:291 op@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Repo from a Florida Registered Architect or a Licensed Florida Profe ' nal Engineer Evalu n 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 R1 COI EvalReo CWS-8678(HS-8200 74x63 WZ3 TMP)od` Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/LS.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?paTam=wGEVXQwtDqu8obI°/`2flZm... 2/25/2016 Page 2 of 2 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",X0 or Ox. of se Installation Instructions -mi Of Limits of d for use in HVHZ:No FL16735 R1 II CVVS-867B(HS-8200,74.63r WZ3, Limits iq�p A ved 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 R1 AE EvalRei)*CWS-867B(HS-8200,74x63. WZ3,-IMP).Dd Created by Independent Third Party:Yes 16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,Ill"x 63',XOX. Limits of Use Installation Instructions Approved for use in HVHZ:No FL16735 R1 11 CWS-868B(HS-8200, 111x63,WZ3, Approved for use outside HVHZ*Yes IMP).Dd � Impact Resistant.Yes Verified By:Lucas A.Turner 58201 Design Pressure:+501-50 Created by Independent Third Party:Yes Other:Large Missile"D",WZ3,DP=/-50 psf.Glass Evaluation Reports complies with ASTM E1300-04. FI-1673S R1 AE EvalReo CWS-8688(HS-8200, 111x63. WZ3,IMPLod Created by Independent Third Party:Yes Clack Nez[ Contact Us::1940 North Monroe Street,Tallahassee FL 3 399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyrinht 2007-2013 State of Florida.::Privacy Statement .Accessibility statement :Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail. If you have any questions,please Contact 80.457.1395.-Pursuant to section 455.275(1),Florida statutes,effKtWe October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The entails provided may lye 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 clickhgrg- Product Approval Accepts: ND la_R E9 0 se,Lttritv-mriauc> https://www.floridabuildina.org/pr/pr app dtl.aspx?param=wGEVXQwd)qu8obl%2flZm... 2/25/2016 GENERAL NOTES; 0=9 omm HORIZONTAL SLIDER 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 0 IMPACT 1900 SW 44TH AVE. USE AS DEFINED IN ASTM E 1996 PER THE FBO, OCALA,FLORIDA 34474 WWW.CWS.CC THIS PRODUCT MAY HIGH BE USED IN THE Z5 H,VELOCITY HURRICANE 75114"MAX.OVERALL FLANGE WIDTH ZONE(HVHZI 0 ElR96WIND, NE4AREAS. 8200 PVC 74"MAX,UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) HR QRZ.SLIDE 3.CONFIGURATIONS:"OX","XO". IMPACT 33"GLASS DLO 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 64 1 1/4" 1 CS 1 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w < co MAX OR ANCHOR FLAE B B IN THE DESIGN OF THIS PRODUCT,SEE SHEET 5 F HEIGHT DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD L) z ANCHOR CALCULATIONS. F: 0 Ln Cn 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a w.:k cc 63" REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT W 0 MAX. C C Q UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT D- w. cc UNIT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND HEIGHT FLYING DEBRIS. N MAX. CL SASH 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT C.) HEIGHT USED AT FIXED MEETING RAIL AND HEAD/SILL, < 0_T1TFlT_,2 8.SERIES/MODEL DESIGNATION HS-8200. 11101101111"', 5813116" GLASS DLO 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X-OPERABLE SASH,0-FIXED SASH G 0 W.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR No 58201 5 LOCATION, Dt 11.EXTERNAL WEEP SLOT 1/41'x I"LOCATED 41'FROM BOTH ENDS. 0% STATE OF 41 0 A D A ...... "I""20NA4Sol" 33"CILAssota Lucas A.Turner 35 6"MAX.SASH WIDTH 2015-04-11 15:16-04:00 4111/2015 LUCAS A.TURNER,P.E. FL PE ft 58201 `1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHffET_6SSC7fi q_7T0fF__ GENERAL NOTES AND ELEVATIONS DRAWN Y: TABLE OF CONTENTS ADE 10/10/13 GENERAL NOTES&ELEVATIONS...........I MAX. UNIT SIZE PRESSURE RATING IMPACT RATING SECTION VIEWS&GLAZING DETAILS....2 CWS-867 EXTRUSIONS&B,O-M...............................3 ANCHOR SCHEDULE&NOTES................4 74"x 63" 50 PSF LARGE MISSILE IMPACT SHEET INSTALLATION DETAILS...........................5 1:15 1 OF WINDOW SYSTEMS 121!2"MAX.O.C.{TYP.} 1900 SW 447H AVE. 3-(Typ') OCALA,FLORIDA 34474 3"( SEE NOTE 2 TYP.) EE NOTE 2 61,MAX.(TYP.) 4"MAX.(TYP.) 8-MAX.D.C.(TYP.) WWW.CWSICO S'MAX.(TYP.) -V'MAX.(TYP.)— 8200 PVC INSTALLATION HORZ.SLIDER Fr ANCHOR(TYP.) INSTALLATION MAX. ANCHOR(TYP.) IMPACT MD.C. (TYP') MAX, MAX,D.C. (TYP.) x Lu ————ul < co u z 0 Ln 0 a 0 uJ 1R" cc cn Lu ANCHOR LAYOUT-(FLANGEl ANCHOR LAYOUT-(FIN) Z': .......... .. CElJS� v N. 50201 STAI F OF NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE ........ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED. ;ez 4/11/2015 a.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET*6. LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL 08 COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST . FL PE#58261 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. FIL 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 S. SHE 0—ES C R"P r6 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,JF USED,INTO SUBSTRATE, ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, DRAWN BY:—DAT 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:31'FOR MASONRY,1"FOR WOOD AND METAL. AIDE 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. bwG-a. ,nv7- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sC&y�---SHEET FMAIAAMA I 00(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAIAAMAIWOMA 300(EXTERIOR DOORS) 1:20 40FS MIN.EMBm TYPICAL HEAD ANCHORAGE SEE TABLEEDMENT 1 SUBSTRATE: Qaaam BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM- SEE TABLE I MIN.EDGE DIST. SUBSTRATE MIN.EDGE DIST. SEE TABLE 1 SEE TABLE I BY OTHERS 1900 SW 44TH AVE, SEE TABLE I OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS1/4"MAX.SH WWW.CWS.Cc —.,, SEE TABLE I MIN.EDGE DIST. MIN.EMB PERIMETER SEALANT SEE TABLEEDMENT SEE TABLE I 1 8200 PVC BYINSTALLER INSTALLATION ANCHOR HORZ.SLIDER INSIDE AND OUT SEE TABLE IO MIN.EMBEDMENT IMPACT SEALANT BEHIND SEE TABLE I FLANGE BY INSTALLER 1/4"MAX.SHIM PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY INSTALLER INSIDE AND OUT INSIDE AND OUT 7— Lu >- .. INSTALLATION ANCHOR a SEALANT BEHIND SEE TABLE 1 ————Lu < m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U) SEE TABLE IFIN BY INSTALLER 0 z 13 HORIZONTAL SECTION C'\ HORIZONTAL SECTION 5 TYPICAL JAMS ANCHORAGE TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION w .2 > (9 0 LU 9LLu u9 a 1/4"MAX.SHIM a uj SEALANT BEHIND < 0 z FLANGE BY INSTALLER PERIMETER SEALANTMIN.EMBEDMENT O��OREW Is BY INSTALLER SEE TABLE 1 . .......... INSIDE AND OUT No 58201 SUBSTRATE BY OTHERS SEE TABLE 1 MIN,EDGE DIST. SEE TABLE 1STATE OF 140 *' ke VERTICAL SECTION 0Al 0 A I N V_TYPICAL SILL ANCHORAGE 0 N A 1�11 lz 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDIVIENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2' 1-1/8', PERIMETER SEALANT 1239 JABARA AVE. NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON ill 2' BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON —I-.1 1" INSIDE AND OUT HORIZONTAL SECTION PH.941.380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELco ULTRACON 1-1/4' 2-1/Z' BOX FRAME INSTALLATION s E DESCR PT ON: FLANGE 2X MIN,SOUTHERN PINE(G-0.55) 3/16'1TW TAP CON 718" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G.0.55) #10 WOOD SCREW 1-316" 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, b_F1 A_ffN 8Y: _DATE: 16 GAUGE(0,060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED bWff_#- t/8°ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-B67 B 1/18 STEEL(33 KSI MIN.) DRILLING SCREW THRU O�125" 7/11W PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _S_G_AEIF_ SHEET 2X MIN. SOUTHERN PINE(G-0,55) 118 WOOD SCREW 1-1/2" 112 SHOWN FOR FLANGE WINDOWS. 1:2 5OF5