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Home My WebLink AboutPRODUCT APPROVAL - HORIZONTAL SLIDER•Florida Building Code Online Page 1 of 2 w�a.r BCIS Home Log In j User Registration Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links j Search �isr3il�? -.� }Product Approval USER: Public User 6°:+3r::`ds4tArxyx Product Approval Menu > Product or Aoolicatlon Search > Application IJst > Application Detail ; ' 1 N D SCANNED FL # LF_L],54 R6 Application Type Affirmation BYn, Code Version 2017 St Lude ftnty �y I Application Status Approved Comments Arch ived Product Manufacturer Custor';' Window $ystern_; ..�_Y Address/Phone/Email 1900 SW 44th V'e66,6- Ocala,'FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Hoo izontal-'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 the Lucas A. Turner 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 ?1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL153 R6 COI EvalRep CWS-171E (HS-5600).pdf Standard AAMA/W DMA/101/IS2/A440-05 ASTM E1300-04 Year 2005 2004 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 11 /2/2018 •Florilda Building Code Online Page 2of2 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. i Documentation from approved Evaluation or Validation Entity ( Yes 0 No ice: N/A FL153 R6 CDC 6thEdFBC-FL153.odf Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 i Summary of Products FL # Model, Number or Name Description �' 53.1� 5600 XX Horizontal Sliding Window 5600 XX Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL153 R6 II CWS-171E (HS-5600).Pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: 5600 Horizontal Sliding Window (previously known as FL153 R6 AE EvalRep CWS-171E (HS-5600).pdf HS-6200) HS-C35 7202. Glass conforms to ASTM E1300-04, Created by Independent Third Party: Yes Back Next 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 :: AccessiblllN 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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: WE WJ C BE Credit Card Safe l� hl sill, l�M!!�Ylu�sulgN�p�l�l• http I://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 11/2/2018 1 HORIZONTAL SLIDER - NON -IMPACT 72" MAX UNII WIDTH- 32" 35 3/4" MAX. GLASS DLO PANEL WIDTH A 1 I MX JNIT HEIGHT B 69 5/8" MAX. PANEL HEIGHT 65 3116" GLASS DLO C I I n A TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS GLAZING DETAILS ..............................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M........................4 ANCHOR SCHEDULE & NOTES ......... 5 INSTALLATION DETAILS: ................... 6 — -- - - GENERALNOTES:— -- - -- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO —�a WINDOW SYSTEM! COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURREN T EDITION. 1900. SSW W 44THAVE. 2. GLAZING OPTIONS: (SEE SHEET 2) OCALA, FLORIDA 34474 www.cws.cc 3. CONFIGURATIONS: "XX". 4. DESIGN PRESSURE RATING: 5600 ALUM. -NEGATIVEDESIGN LOADS BASED ON TESTED PRESSURE AND GLASSTABLES HORZ. SLIDER XX ASTM E13 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER NON -IMPACT INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN �n v c� � ao THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION T g DETAILS. o o o H 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE y 2 w o w w w w w Cl SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. w Q - I- ¢ ' 7. ALL FRAMES AND VENTS SCREWED TOGETHER. SMALL JOINT SEAM vi SEALANT USE AT ALL FRAME JOINTS AND JAMBS. m w - wo m 0 0 0 0 8. SERIES /MODEL DESIGNATION HS-5600. o ul Ln N 3 w w N Z w 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: W Z z z W - Ir X= OPERABLE SASH. o 0 0 0 o a 10. SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ELEVATIONS IN w ¢ w w w Q ¢ w a E O A SIMILAR LOCATION. a w a a a Co ¢ m m 7 0 11. WEEP SLOTS = 1/4" X 1" LOCATED 3" FROM BOTH ENDS AND ONE IN THE CENTER. w o U m ¢ O z MAX. UNIT DESIGN PRESSURE CONFIG. SIZE RATING IMPACT RATING XX 72" X 72" 1W ;+/ 35 PSF NONE No 58201 Lucas A. Turner W: 2015-04-03 -_.o 12:54-04:00 STATE OF ,�2'- :—;' MMO15 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS IAWN BY: DATE: AIDE 05/07/08 YG it: REV.: CWS-171 E ;ALE: SHEET 1:15 1 OF6 n BITE I�__3/16" TEMPERED 'GL STY \SS BITE 5/8" OVERALL 1/8'. ANNEALED -3/8" AIRSPACE —1/8" ANNEALED GLASS TYPE C BITE 5/8" OVERALL F-1/8" TEMPERED —3/8" AIRSPACE TEMPERED GLASS TYPE D BITE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 WS.CC 5600 ALUM. HORZ. SLIDER XX NON -IMPACT V N r m O N m N �4 COS W F- 0 0 0 O ; Y W w W W wQ WH II-_ W, � U w w w U Z m w 0 8 m a w O O o V7 N 3 'S N Z > m W w w¢ 0 W W m Z O O a n~ 0 0 F- 0 w w w rw- w FC U Z D O O U a w a a a W 0 ¢ > > 0 0 "r No 58201 ro: STATE OF zz 4L3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: GLAZING DETAILS AWN BY: DATE: ADE 05/07/08 VG*: REV.: CWS-171 E ALE: SHEET 1:1 2 OF 6 INTERIOR INTERIOR SECTION B-B SECTION C-C ALTERNATE VIEW WITH I/G SASH NOTE: MAIN FRAME IS SAME FOR BOTH S/G AND I/G UNITS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 WS.CC 5600 ALUM. HORZ. SLIDER XX NON -IMPACT n 7 N r W O N m N V N W M m 0 O Q 0 0 r0 Y W w LL w W W c W Q H F¢ m O w w 0 Z m w o o m O w O O o (n N O O N � 3: N Z W w w, 0 W W Z Z W CL 0 o r r o a w w w w cc U W --7. No 582DI X: t STATE OF z: 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS AIDE 05/07/08 SECTION A -A DWG It: REV.: CWS-171 E ITEMS USED BUT NOT SHOWN FOR CLARITY: SCALE: 19, 29, 32-35, 39, 43, 45 SHEET 12 30F6 Vendor 1 S-1362 Fr., HS, OSM, Head Keymark Alum 2 H-1495 Fr., HS, OSM, SIII Keymark Alum 3 S-1466 Fr., HS, OSM w/ Spline Groove, Jamb Keymark Alum 4 S-1384 Fr., HS, OSM w/ Spline Groove, Head Keymark Alum 5 H-1496 Fr., HS, OSM w/ Spline Groove, Sill Keymark Alum 6 S-1467 Fr., HS, OSM, Jamb Keymark Alum 8 S-1307 I Panel, Top Rail, HS, (I.G.) Keymark Alum 9 S-1021 Panel, Bottom Rail, HS, (I.G.) Keymark Alum 10 H-1017 Panel, Lockstile, HS, (I.G.) Keymark Alum 11 H-1317 Panel, Interlock, HS, (I.G.) Keymark Alum 12 S-1340 Panel, Top Rail, HS, (S.G.) Keymark Alum 13 S-1345 Panel, Bottom Rail, HS, (S.G.) Keymark Alum 14 H-1365 Panel, Lockstile, HS, (S.G.) Keymark Alum 15 H-1366 Panel, Interlock, HS, (S.G.) Keymark Alum 16 S-1359 Screen Retainer Keymark Alum 17 P-3394 Glz. Bd., "Marine Glazing", 3/16" Glass 18 P-3206 Glz. Bd., "Marine Glazing", 5/8" Glass 19 P-3256 6200 Jamb /SIII Gasket HOP 20 P-3398 Open Cell Pad HOP 21 P-3308 Wstp., .310 x .270 Back, Fin, Black Soft Touch Center Fin Ultrafab 22 P-3309 Wstp., .310 x .187 Back, Fin, Black Soft Touch Center Fin Ultrafab . 23 P-3311-R Wstp., .320 x 1.25" Back, No Fin, Grey (Dust Plug, 2" Strips Ultrafab 24 P-3402 Wstp., .530 x .115 Back, Fin, Black Soft Touch Center Fin, ( Ultrafab 25 P-3215 45 Degree Weep Cover M&M Nylon 26 P-3265 Handle, Lock(5200/6200) Sullivan Zinc 27 P-3270 Keeper,(520016200) lini Die Ca Zinc 28 P-3602 Window Roller (5200/6200) Al Comp. Nylon 29 P-3609 Window Bumper 30 P-3504 1/4-20 x 1/2" Phillips Truss MS SS, Screw Fastenal Steel 31 P-3505 #10 x 1" Phillips Truss Tapping Type A, 18-8 SS, Screw Fastenal Steel 32 P-3612 #8 x t" w/ 1/4" Lead Pan Head Ouadrex Self -Tapping Type A Fastenal Steel 33 1 P-3537 1#8 x 1 112" Panhead, SS Fastenal Steel 34 P-3881 Temporary Lbl. (NFRC/DP) 35 P-3613 CWS Lbl (logo) 36 Glass, See Sheet 3 39 P-3226 Flat Spline (for Frame w/ Spline Groove) eamPlasti Rubber 40 P-3228 .155 Round Screen Spline (for rolled screen) Dapa Foam 41 P-3029 Screen Lift (Retractable Lift Tab) Summit 42 1 P-3033 Screen Spring (Flat Tension) FlaSpring 43 1 P-3321 , IScreen corner Key Allmetal 44 1 P-3333 IScreen Frame Allmetal LINE ITEMS NOT USED: 7, 37-38 -- - - -- --- - -- ---- FRAME -CORNER 3 1/4" 3 3/8" CONSTRUCTION (Cj&j6jW I \ WINDOW SVSSYSTEMS 1900 SWW 44 44TH AVE. OCALA, FLORIDA 34474 2 5/8" 4 2 6/8" 1 W WW.CWS.CC 5600 ALUM. HORZ. SLIDER XX OSM SPLINE GROOVE HEAD - 1384 OSM HEAD - 1362 FRAME JAMB PROCESSED AND NON -IMPACT SCREWED TO HEAD AND SILL. 3 1/4" 3 3/8" � PANEL CORNER 00 Q_ r 2 CONSTRUCTION o o N 4 o H c� co W o to ¢ Y W u lL W 215/16" -- 1l16" 215/16" L� w¢ww¢ W W LL W O O LL ¢ o o v W U U o N W W N Z 0 OSM SPLINE GROOVE SILL - 1496 OSM SILL - 1495 PANEL SIDE RAILS PROCESSED o C 0 0 o a AND SCREWED TO TOP AND W W W w w [L r-1 15/16. -- BOTTOM RAILS. r- r- r- U r-115/16" ¢¢¢¢� 7/8" 7/8" a w a M a w 3 13 w o U m¢ O 9 z 37/16" 31l4" 25/8" 2112" 1/16" ,�p;SD...... , 1/16" O : +. � •N . 1/16" 1/46" +y: No 58201 .�ri --- * M BOT RAIL - 1345 BOT RAIL - 1021 STATE OF l OSM JAMB - 1467 OSM SPLINE GROOVE JAMB - 1466 7/8" 7/8" -1 — - 1 1 /2" �( f� 1 3/8" ►{ 12 8 I -15 113l16" 111/16" 1l16" 131/8" 1/16" 13/8" -1/16" 1/16" ;4 TOP RAIL - 1340 TOP RAIL - 1307 PANEL INTERLOCK - 1366 INTERLOCK 1317 2 1 /8" -1 1 /2„ 14 IIII 10 16 i- 9/16„ 1/16" 1/16" LOCKSTILE - 1365 LOCKSTILE - 1017 SCREEN RETAINER - 1359 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. z� LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABA RA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 05/07/08 PG a; REV.: CWS-171 E ALE: SHEET 12 4OF6 10 1/2 5" MP 10 1/2" q I wANCHOR•LA(YTOFIN LMUN'TWRANGFTNING) 15" MA; OTE 2 5" MAX 16" M INSTALLATION ANCHORS (TYP) I ANCHOR LAYOUT- FIN THRU NAILING FIN (WOOD OPENING) E NOTE 2 INSTALLATION ANCHORS (TYP) NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN. 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 SHMS 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. 7. A MINIMUM 1" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. 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 TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA300(EXTERIOR DOORS) WON?OW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 5600 ALUM. HORZ. SLIDER XX NON -IMPACT r O N m N V W W co m w O f� � m w w o m p W O 0 0 o U U U a w w w w Z Z w a Z O 0 a w Ww w W w W 0 R 0 O 1 Ii w a li a = ¢ > 3?:•_ STATE OF _? z� _ 413/2..015 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 AIDE 06/07/08 VG*: REV.: CWS-171 E ALE: SHEET 120 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT — SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEETABLEI SEALANT BETWEEN 1/4" MAX. SHIM SUBSTRATE AND FIN BY INSTALLER SEALANT BETM SUBSTRATE AN FIN BY INSTALL INSTALLATION SEE TABLE 1 PERIMETER SE BYINSTALLER INSIDE AND OU' SUBSTRATE BY SEE TABLE 1 MIN. EMBEDMEI SEE TABLE 1 b ( VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE INTERIOR 1/4" MAX. SHIM MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST. 2x MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN.) WOOD SCREW 1-1/2' 7/16" 16GAUGE (0.060") MIN. STEEL (33 KSI YIELD MIN.) OR ALUMINUM (6063-T5 MIN.) 0 GRADE 5 SELF -TAPPING / rDRILLINGSCREW FULL THREAD THRU 0.060" 1/2" MIN. EDGE DIST. — SEE TABLE 1 1/4" MAX. SHIM INTERIOR MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BETWEEN SUBSTRATE INSTALLATION ANCHOR AND FIN BY INSTALLER SEE TABLE 1 THORIZONTAL SECTION TYPICALJAMBANCHORAGE Q_ VANDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 WS.CC 5600 ALUM. HORZ. SLIDER XX NON -IMPACT n a N r co a 5 o ma2 cO o o 6 o I co co m o `� ¢ . 2 0 w w a U w w w U Z m 0 0 m C pN00p Q N Z w w w¢ O u w Z Z w a Z O 0 a a 0 0 F- o w w w w w iZ6 m w EL m mw o U m¢ IR1DREW 7!+ i, No 58201 Ty: STATE OF :?<_ 4/$L2015 LUCAS A. TURNER, P.E. FL P E # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 iEET DESCRIPTION: INSTALLATION DETAILS RAWN BY: DATE ADE 05/07/08 WGf: REV.: CWS-171 E DALE: SHEET 12 6OF6