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Home My WebLink AboutPRODUCT APPROVAL WINDOWSCANNED �Rlll�, By t R 4!� �kz. l� , I ��4� , Lucie COUMVWN so . . . . . . . . . .FWZM113%1�=. NMI , Mm- r BCIS Home Log In User Registration Hot Topics ? Submit Surcharge Slats & Facts Publications FBc staff BCIS Site Map j Links i Search db,°(t Product Approval :f USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #Application Type Affirmation Code Version 2017 Application Status Approved Im 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 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 Horizontal Slide Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE i-i Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 Equivalence of Product Standards Certified By ;4 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. Documentation from approved Evaluation or Validation Entity '`Yes No ..' N/A Lr. COPY 9 Ci Product Approval Method Method 1 Option A Date Submitted 09/14/2017 Date Validated 09/14/2017 Date Pending FBC Approval Date Approved 09/15/2017 Summary of Products IFL # Model, Number or Name TDescription 17355.1 ? HS-620 Vinyl Horizontal Slider XO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other:.:Max. sizes:, 74" x 63" and 74" x 72". See installation details for DPs. Glass complies with ASTM E1300-04. HS-620 Vinyl Horizontal Slider, XO, Non -impact. Certification Agency Certificate FL17355 R3C CAC CAR 138=.1315. FL17355 R3__C, CAC CAR _13$ 1316,pdf FL17355_R3,_C__CAC CAR_138-1334,.pdf Quality Assurance Contract Expiration Date 10/16/2018 Installation Instructions 1`1_17355 R3 II CWS-1031A (HS-620, XO).pdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355' R3 AE EvalRep CWS-1031A HS _620, X01pdf Created by Independent Third Party: Yes 17355.2 r HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider, XOX, Non -impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R3 C CAC_ CAR 138-1341.p Approved for use outside HVHZ: Yes FL17355 R3_ C CAC CAR 138-1342,pdfdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2019 Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and Installation Instructions 1/4-1/2-1/4. See installation details for DPs. Glass complies FL17355 R3 II CWS-1067 (HS-620, XOX).pdf with ASTM E1300-04. Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports k577� FL17355 R3 AE EvalRep CWS-1067 (HS-620, XOX). ddf•. Created by Independent Third Party: Yes 117355.3 / I HS-620 Vinyl Horizontal Slider XX I HS-620 Vinyl Horizontal Slider, XX, Non -Impact. Limi Use proved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Max. sizes;: 74" x 63" and 74" x 72". See installation detail for DPs. Glass complies to ASTM E1300-04. Certification Agency Certificate FL17355__R3 C CAC _CAR 138=1328pdf FL17355 R3 C CAC.CAR 138 1329,pdf FL17355.._R3_C. CAC_CAR 138-131332_pdf FL17355.,_R3_._C CAC_._CAR_138.1333.,pdf Quality Assurance Contract Expiration Date 12/10/2018 Installation Instructions FL17355 R3 II CWS-1059 (HS-620. XX).pdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalRep CWS-1059 (HS-620 XX).Pdf 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 :: 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 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 I P, p'r ECEIVED N 2 6 2018 Lucie County, Permitting 751/4" FLANGE WIDTH 74" MAX. UNIT WIDTH 36" MAX. SASH WIDTH 321/16" GLASS DLO T_ IF- 73 1/4" FLANGE HEIGHT. MAX. C C UNIT HEIGHT X X 67 7/8" MAX. SASH HEIGHT 64 1/16" GLASS DLO I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ...... 1 DP CHARTS &.GLAZING DETAIL... ..... 2 SECTION VIEWS..................................3 EXTRUSIONS & B.O.M.........................4. .ANCHOR SCHESDULE, NOT' S'.,.:....... 5 INSTALLATION DETAIL ..... _.... °. 64 1/4" FLANGE HEIGHT 63". MAX B UNIT HEIGHT 59 1116" MAX SASH HEIGHT 55 1116" GLASS . HORIZONTAL SLIDER - NON -IMPACT 75 1/4" FLANGE WIDTH 74" MAX. UNIT WIDTH MAX. SASH WIDTH 32 1/"- GLASS DLO ~I A I GENERAL NOTES: 0(5639®m• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIC DOt4/ SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 1900 SW 44TH.AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WWW.CWS.CC 3. CONFIGURATIONS: "XX". 620 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): HORIZ. SLIDER -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TAF3LES ASTI E-1300-04. . NOI -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04, 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED i IQ IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR o DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR j WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE ! j SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. I Z O 7. ALL FRAMES AND VENTS FULLY WELDED. I + z LD LU 8. SERIES / MODEL DESIGNATION HS-620. I I I I ( m 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: o X = OPERABLE SASH + U w j 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR - I i O — ATION.__------ - - -- - LOG i II Z 11. EXTERNAL WEEP SLOT = 5/16" x 2-1/8" LOCATED 4-1/2" FROM BOTH ENDS. tttttnr+rrry No 58201 '�� Lucas A. Turner = 2015-04-27 S 9 STATE OF . 4u 21:05-04:00 ~%o•�. o� O R 10 P,r��: z,_ 4/27/2015 i ' I LUCAS A. TURNER, P.E. FL PE # 58201 '6y 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 'F ILE C *1v MAX. UNIT 2011 MTG. RAIL DESIGN PRESSURE RATING IMPACT RATING REINF. 74" x 63" NO SEE COMPARATIVE ANALYSIS I CHARTS, S, SHEE 1 2 NONE I y E_S SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: EMK 0.4/22/15 DWG#: REV..' CWS-1059 SCAi_E: SHEET 1:25 1 OF 6 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES A, B,-C, OR D Unit Height 351/2 391/2 431/2 471/2 511/2 551/2 591/2 50 / -75 - +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 7 -75 +51 I 50"/ -75 +50 / -75 . +50_ / -75 +50 7 -75 +50 / -75 +.50 / -75 +50 / -75 -+50 50 / -75 +50 / -75' +50/-75 +501-75 +50/-75 +50/-75 +50/-70.2 +50 50 / -75 +50 / -75, +50/-75. ` +50/-75 +50/-75 +50/-74 +50/-67.5 +50 50 / -75 +50 / =75 " +50/-75 ' . ' ".+50 / -75 +501-75 +50 / -71.3 +50 / -65 +5 59 1 /2 +50 / -75 +50 / -75, +50 /'-75'. +50 ! -75. +50/-75 +50 / -68.1 +50 ! ,62 . +50 63 +50 / -67.9 +50 / -67.9 ' +50 / -6 :9 +501-67.9 +50 / -67.9 +50 / -65.4 +50 / -59.4 + I 67 1 /2• : -1/2 - +50 / -60:1 4+50 /. -60A , •+50 /-60:1.� ' '+50 ! -60.1 +50 t'-50.1 , " +50 / -GO.1 -+50 / =57.2 ` . +50 71 . +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +5l -so /4 .+0u / -0U.1 +bu / -bU I +0U I -bu ' ' - +bu I -bu +bu / -bu +bu / -bu +bU / -bU +b0 FIN -WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES A, B,, C, OR D Unit - Unit Height Width, 351/2 39112 431/2 47:1/2 51 1/2 551/2 59112 63 39112 .' -+50 / -75 +50/-75- -+50/-75 +50 ! -75 +50/-75 +50/-75 +50/-75 +50 ! -70.6 431/2 . +50 / -75 +50 / -75' +50/-75 +50 / 75 +50/-75 +501-75 +50 / -70.1 +50 / -65.4 471/2 +50/-75 +50/-75 +50/-75 450 / -75 +50/-75 +50 / -71.5 +50 / -65.5 +50 / -61 51 1/2 +50/-75 +50/-75 +50/-75 +501-75 +50 / -74.5 +50 / -67.5 _ +50 / -61.7 +50 / -57.4 551/2 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -71 +50 / -64-1 +50 / -58-5 +50 / -54.4 59 112 +50 / -69-6 +50 / -69.6 +50 / -69.6 _ +50 / {9-6 +50 / -68 +50 / -61.3 +50 / -55:8 +50 / -51.8, 631/2- +50 / -61-1 +50./ -61-1' +50 / -61.1+50 /.-61-1 +50 / -61.1 +50 / -58-9 +50 / -53-5 +49-5 / -49.5 67 1 /2 +50 / -54.1 +50 / -54.1 +50 / -54:1 +50 / =54.1 +50 / -54.1 +50 / -54-1 +50 / -51-5 +47.6 / -47-6 - 71 1/2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / -48.2 +48.2/-48.2 +482 / -48-2 +48.2 / -48.2 +48.2 / -48.2 +45.9 / -45.9 74 - +45.1 / -45.1 +45 / -45 +45/45 .+45/-45 +45/-45 +45/-45 +45 / -45 A. / -45 FLANGE WINDOW WITH 2O11 MTG,.RAII. SEINE DESIGN PRESSURES FOR EQUAL SPLIT "X/X". WITH GLASS TYPES C OR D .., Unit Unit Height Width 35112 391/2 431/2 471/2 51 1/2 551/2 591/2 631/2 671/2 72 ' 39 1/2 .+50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 . +50 / -75 +50 / -726 431/2 +50/-75 +50/-75 +50 / -75' +50/-75- +50/-75 +50/-75 +50/-75 +50/-75 +50 / -72.3 ' +50 / -67.0 471/2 +50/-75- +50/-75 +50 / -75 ' +50/-75. +50 ! -75 +50/-75 +50/-75 +50 /'-72.7 +50 / -67.4 +50 / -62.4 51 1/2 +50/-75, +50/-75 +50 / -75 +50 / -75': .+50/-75- +50 / -75' +50 / -74.2 +50 / -68.3 +50 /-63.3 +50 / -58.5 551/2 +50/-75- +50/-75 +50/•-75 +50 /•-75,• +50/-75 +50/-75 +50 / -70.4 +50 / -64.7 +50 / -59.9 +50 / =55.2 59 112 +50 / -69.6 +50 / -69-6 +50 / -69.6 +50 / -69.6 +.50 l-69.6 +50 / -69-6 +50 / -67.1 +50 / -61.6 +50 / -56.9 +50 / -52.4 63 1/2 +50 / -61.1 +501-61.1 +50 / -61.1. +50 / -61.1 +50 / -61.1 +50 / -61.1 +50 / -61-1 +50 / -58.9 +50 /'-54.3 +50 / -50.0 67 112 +50 / -54.1 +50 / -54-1 +501-54.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -52.1 +47.9 / -47.i 71' 1 /2 +48.2 1-48.2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / -48.2 +48-2 / -48.2 +48.2 / -48.2 +48.2 P-48.2 +46 / -46.0 74 +45.1 / -45.1 +45 / 45 +45 / -45 1 +45 / -45 +45 / -45 +45/45 +45/-45 +45/-45 +45/45 +45/-45 FIN wWp011Vj WIT i �011�110TG RA., REINF-DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES C OR D Unit � •;>„�',1 ��-�-. s3 <, --,_ Unit Height Width 351/2 y 39119" '471%:2 51 1/2 551/2 591/2 631/2 671/2 72 39 1/2 +50/-75 +50/-75 +50 / -75 +50/-75 +50/-75 +50 / -75 +50/-75 +50 / -74-8 +50 / -69.6 +50 / -64.5 431/2 +50 /.-75 +50 /. 7.l- 5.. +50-75 .. +50/.-75-. +50/-75 +50/-75 +50 / -74-9 +50 / -69.2 .+50 / -64.3 +50 / -59.6 -471/2 +50/.-75 +50/-75, +50/-75 . +50 /.-75: +50/-75 +50/-75 +50 / -70-0 +50 / -64.6 +50 / -59.9 +50 / -55.4 51 1/2 +50/-75 +50/-75 +50/-75 +50 / -75 +50/-75 +50 / -72-1 +50 / -66-0 +50 / -60.7 +50 / -56-3 +50 / -52-0 551/2 +50 / -71.1 +50 / -71.1 +50 / -71.1 +50 / -71.1 +50 / -71.1 +50 / -68-5 +50 / -62.5 +50 / -57-5 +50 / -53.2 +49.1 / -49-1 591/2 +50 / -61-9 +50 / -61.9 +50 / -61.9 +50 / -61.9 +50 / -61.9 +50 / -61.9 +50 / -59.6 +50 / -54.7 +50 / -50.6 +4- / -46.E 63 1/2 +50 / -54.3 +50 / -54.3 +50 / -54.3 +50 / -54.3 +50 / -54.3 +50 / -54-3 +50 / -54.3 +50 / -52.4 +48.3 / -48.3 +44.4 / -44.4 -67 1/2 +48.1 / -48.1 +48.1 / -48.1 +48.1 / -48.1 +48.1 / -48.1 +48.1 / -48.1 +48.1 / -48.1 +48.1 / -48.1 +48.1 / -48.1 +46.3 / -46.3 +42.6 / -42.E -71-1/2" +42.8 /--42.8 +42.8 /-42.8'+42i8'/'-42.8' +42'81'42.8 +42811-4'2.8 +42-8 / -42.8 +42.8 / -42-8 +42.8 / -42.8 +42.8 / -42.8 +40.9 /.-40.9 -74 +40:1 / -40.1 +40 / -40 +40 / -40 +40 !'-40 " +40 / -40 ' ' +40 / -40 +40"/ -40 +40/-40 +40 / -40["+40/-40 5/8" GLASS BITE ti11ND0bv SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 7/8" OVERALL. WWWcCWS.CC 1/8" TEMPERED 9/16"-AIRSPACE" - -"---- 1 620 PVC 1/8" TEMPERED HORIZ, SLIDER SIKAFLEX 552 OR NON -IMPACT 36 PURFECT GLAZE"H" 51 S BITE I Li GLASS TYPE A GLASS TYPE B 7/8"' OVERALL 3/16" ANNEALED I 7116" AIRSPACE j - I 3/16' ANNEALED SIKAFLEX 552 OR 36 PURFECT GLAZE "H" 5/8" GLASS BITE GLASS TYPE C GLASS TYPE D NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. rl i Z w 0- U w + w I i o -7/8" OVERALL i O 3/16" TEMPERED I iI I 1z ttunrirr 3/16" TIEMPERED RSPACE $1 .. ,GEN SIKAFLEX 552 OR ��JG: �••�'• LC��G 36 PURFECT GLAZE No 58201 5/8" GLASS BITE 9 STATE OF , ! "l," /0NA%E�.�`� � L 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTHPORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS AND GLAZING DETAILS DRAWN BY: DATE: EMK 04/22/15 DWG#: REV.: CWS-1059 - SCALE: -SHEET 1:1 -2OF6 5/8" GLASS BITE ti11ND0bv SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 7/8" OVERALL. WWWcCWS.CC 1/8" TEMPERED 9/16"-AIRSPACE" - -"---- 1 620 PVC 1/8" TEMPERED HORIZ, SLIDER SIKAFLEX 552 OR NON -IMPACT 36 PURFECT GLAZE"H" 51 S BITE I Li GLASS TYPE A GLASS TYPE B 7/8"' OVERALL 3/16" ANNEALED I 7116" AIRSPACE j - I 3/16' ANNEALED SIKAFLEX 552 OR 36 PURFECT GLAZE "H" 5/8" GLASS BITE GLASS TYPE C GLASS TYPE D NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. rl i Z w 0- U w + w I i o -7/8" OVERALL i O 3/16" TEMPERED I iI I 1z ttunrirr 3/16" TIEMPERED RSPACE $1 .. ,GEN SIKAFLEX 552 OR ��JG: �••�'• LC��G 36 PURFECT GLAZE No 58201 5/8" GLASS BITE 9 STATE OF , ! "l," /0NA%E�.�`� � L 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTHPORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS AND GLAZING DETAILS DRAWN BY: DATE: EMK 04/22/15 DWG#: REV.: CWS-1059 - SCALE: -SHEET 1:1 -2OF6 GLASS TYPE A GLASS TYPE B 7/8"' OVERALL 3/16" ANNEALED I 7116" AIRSPACE j - I 3/16' ANNEALED SIKAFLEX 552 OR 36 PURFECT GLAZE "H" 5/8" GLASS BITE GLASS TYPE C GLASS TYPE D NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. rl i Z w 0- U w + w I i o -7/8" OVERALL i O 3/16" TEMPERED I iI I 1z ttunrirr 3/16" TIEMPERED RSPACE $1 .. ,GEN SIKAFLEX 552 OR ��JG: �••�'• LC��G 36 PURFECT GLAZE No 58201 5/8" GLASS BITE 9 STATE OF , ! "l," /0NA%E�.�`� � L 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTHPORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS AND GLAZING DETAILS DRAWN BY: DATE: EMK 04/22/15 DWG#: REV.: CWS-1059 - SCALE: -SHEET 1:1 -2OF6 INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 7-8; 10, 127 15-16 & 21 ALTERNATE FIN FRAME INTERIOR WINI OVV SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2 P7 13 3 11 18 WWW,CWS.CC .620 PVC HORIZ. -SLIDER - = NON -IMPACT r to 14 W ' . • 3528 � � i Q 19`' 4 0 L } 19 5 6 34; 33 6 26• 1 23 l d l r I I Z O Lu 11-I SECTION VIEW B-B I a ir i I C/) o O 37 38 39 i Ar]OREW - t N6 58201 0 90 STATE OF '•44/�v' T• •• O �Z 4/27/2015 SECTION VIEW C-C LUCAS A. TURNER, P.E. MTG RAIL REINFORCEMENT (2011) REQUIRED FL PE # 58201 ON UNIT HEIGHTS ABOVE 63" 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: DATE: EMK 04/22/15 DWG CWS-1059 sCAL�; . SHEET 12 '3 OF 6 1 4 1 H-6140 ISASH TOP/BTM RAIL I PVC I -ATN X //8" X L ... :. W Iz>I -., U.76/" X U.Z/U'.' but- I YIN #8-18 x 0.625" PN PH TEK #2 POINT ZP IMPACT SASH LOCK KEEPER . #8-18 x 0.750" FH PH #2 POINT TEK ZP SCREEN CORNER KEY WEEP COVER'ASSY 0.625"-HOLE PLUG-- -- #8-18 x 0.500" PN PH TEK #2 POINT ZP 20 23 P-5428 -P-5436 ROLLER ASSY. JAMB BUMPER 24 P-5441 L.BLOCK 26 S-2004. REINF., SIDE RAIL 27 S-2005 REINF., MEETING RAIL, INT. 28 S-2029 INTERLOCK ADAPTOR 29 S-2030 fROLLER TRACK 30 'S-2030 ANTI -LIFT FILLER NYLON CORNER CONSTRUCTION WIND- b SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W'.CW S:CC. CORNER WELD 620 PVC ALL SIDES HORIZ. SLIDER 1:e - NON IMPACT w. F IF STENAL PVC MAIN FRAME - H-6127 PVC TOP/BTM RAIL - H-6140 RLOCK p FLA SCREEN ASHLAND } m - HEYCO FASTENAL I--111/16"- �21/8 i s I .050" � AMESBURY n T � 7/16" F--5116" I FASTE 31 S-2043 REINF., MEETING RAIL, EXT. PANEL ALUM KEYMARK 32 S-2044 REINF., TOP/BOTTOM RAIL ALUM ASCEND 33 S=614.1 0.875" GLAZING BEAD PVC ATN 34 GLASS SEE.SHEET2 35 DOW CORNING 1199 SILICONE 36 IPURFECT GLAZE "H", SIKAFLEX 552 SILICONE HENKEL /-SIKA 37 S-2011 IREINF., EXTERNAL ALUM ASCEND 38 P-3515 1#8 x 5/8" PH FLAT WHITE SMS STEEL FASTENAL 39. P75400 ICOVER, EXF. REINF. PVC I TEAM PLASTICS LINE ITEMS NOT USED: 21-22, 25 C' 90TE: ALL EXTRUSIONS ARE ALUMINUM 6063-1-6 UNLESS OTHERWISE NOTED'. ` 4 a ve" -{ . 1 __FH 1 4 5 ..Ill 6" - p 1i16" 1116" 1/16" 1/16" Z Ud O � 1 15/16" 1 15/16" . 13 28 15/1I 6" 33 0- D 2 D 3 f 0 O . 1 w PVC INTERLOCK RAIL - H-6135 PVC DRAW RAIL - 6139 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141 I ! 0 Z •�� piORE W 1 1 /16" 1 5/16" -{ 1 Sh 6" -{ �-1 5/16" �`GQS.��G E N gF••'py��i No 58201 I 7� 1 5/16" 31 1 1/I6" 32 1 1/1� 6„ 27 1 1 1� 6" 1/16" 9 STATE OF +' ALUM REINF. - S-2043 ALUM REINF. - S-2044 ALUM REINF. - S-2005 ALUM REINF. - S-2004 5/8" r 1 9/1 6" 3/8" .. 7116" �I 3 F 3s 4/27/2015 1/16 - 2s 30 7/8". 1" -••• _- - .. .-LUCAS A. TURNER, P.E. . II 1/16" ... " L FL PE # 58201 PVC COVER - P-5400 1239 JABARA AVE. ALUM ROLLER TRACK - S-2030 ALUM EXT. REINF. - S-2011 NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DRAWN BY: DATE: EMK 04/22/15 DWG #: REV.: CWS-1059 - - SHEET ANCHOR AT MIDSPAN FOR UNIT HEIGHTS OVER 63" (TYP.) 6" MAX. (TYP.) 6". MAX. (TYP.) 161/4" MAX.. O.C. 8" MAX O.C. (T �3" (TYP.) 4" MAX.. (TYP.) -�6" (TYR) SEE NOTE2 4" MAX. (TYP.) 1 INSTALLATION A'JCHC;R (TYP.) 8" MAX O.C. (TYP.) , III> Ilil aIII ,WINDOW TeSTEMS . 1900 SW 44TH AVE. OCALA, FLORIDA 3447.4 W W W.CWS.CC 620 PVC SEE NOTE 2 HORIZ. SLIDER JSTALLATION NON -IMPACT NCHOR (TYP.) i F- .. Q U) 2 O ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) I " IO g NOTE THRU FRAM E ANC S HOR RAIL Qo MTG \=��\i1111#lflJ . I v : No 58201 ' 11 NOTES: % STATE OF ;� G =. _ 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 'y cS'S,' ...... ��G%`�� 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1., SHEET 6. 4/27/2015 4.,ALL INSTALLATION ANCHORS.M.UST BE, MAQE OF.OR.PROTECTED. WITH.A CORROSION RESISTANT MATERI.AL'OR•COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT. WITH PRESSURE TREATED WOOD MUST LUCAS A. YURNER; P:E. BE PROTECTED TO PREVENT REACTION. FL PE # 58201 1239 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 6. 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 - IX BUCKS ARE OPTIONAL. ANCHOR SrHFDULE AND _ .,, , .. _ ._... . NOTES . . 7. A MINIMUM CENTER -TO -CENTER SPACING -SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE: 8. WOOD OR MASONRY OPEIJINGS,'BUGKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK - 04/22/15 SUBSTRATES SHALL. MEET THE M.INIMUM.ST;RENGTH REOUIFIEMENTS AS SHOWN IN TABLEI,:SHEET 6- CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1059 - -r,. : %-•..+ ;1:'.'.u'-•:'•.r•...•-.FMA/AFAA.4:100(F!!`:..'6'INDO`J1IS),:FP.•7.^-,/.i^„2.QAF:L•�uJOEWINi]OWS,rMA/4VDMA25JBOXVJiNDOyJS FlVfin(:N,=�tV1;V•i�'Db?^.30CE;.�G.\IORDOORS _ .. SCALE: .. .. ( ) ( ) ( ,) SHEET ' 1:20 5 OF 6 MIN. EMBEDMENT SEE "TABLE T SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS" .. 1/4"-MAX: SHIM _ SEE TABLE. V --MIN- EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS ' o _� - MIN- EDGE DIST. SEE TABLE 1 - SEE TABLE 1 ' MIN. EMBEDMENT - PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR B- SEE TABLE 1 YINSTALLER INSIDE AND OUT SEALANT BEHIND C— FLANGE•BY INSTALLER 1/4" MAX. SHIM �_1-T PERIMETER SEALANT BYINSTALLER i INSIDE AND OUT S NT BEHIND FLANG YINSTALLER - - INSTALLATION ANCHOR — — --I - — — -- --- — - — - -- - SEE TABLE 1 .I . ' - B HORIZONTAL SECTION 6 - TYPICAL JAMB ANCHORAGE SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS _ SEE TABLE 1 " SEALANT UNDER SCREN HEAD BY INSTALLER 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 ��---MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN..EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.D KSI MIN.) 3/16" ITW TAPCON FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE HOLLOW or GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-14'. FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X'MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060.) MIN. STEEL STUD (33.KSI YIELD MIN #10-16 HILT] KW IK-FLEX OR ITW W FULL THREAD THRU 0.060" 7/16" FLANGE 8" ALUM: (6063-T5 MIN.) OR MIN) " , : #10 GRADE 5 •SELF;TARPIN DRILLING SCREW .. FULL THREAD THRU 0.125" 7/16" FIN' ' 2X'MiN. SCvTiiEHN PiPJE (au.55j h 10 WGOu SCREW' ` r 1 i%2„ i/2" WINDOW $Y3 EIS MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 '" BY OTHERS 1/4" MAX. SHIM �SEE TABLE 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CWS.cc =o 620 PVC HORIZ. SLIDER MIN. EMBEDMENT 1�1 w' nA17 �+T .. SEETABLE 1 .,. Y` ON-Ig PAC 1 1: PERIMETER SEALANT I Q FI BY INSTALLER LZ ' 0 oa INSIDE AND OUT J�o SEE TABLE 1 j INSTALLATION ANCHOR J SEALANT BEHIND ro _FIN BY INSTALLER - HORIZONTAL SECTION -� 6 TYPICAL. FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z � O NOTE: ADDITIONAL THRU-FRAME ANCHORS a (AS SHOWN IN DET. A/6) REQ'D AT MTG RAIL SEE SHEET 5 ANCHOR LAYOUT. ! ! UU) No 58201' 0o y90 : STATE OF 4 : �^ OR k 4/27/2015 LUCAS A. TURNER, P.E. - FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE- BY INSTALLER NORTH.PORT, FL 34288 INSIDE AND OUT PH. 941-380-1574 D HORIZONTAL SECTION SHEET DESCRIPTION: 6 BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE' I UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 04/22/15 INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-1059 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE;. - SHEET. 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