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HomeMy WebLinkAboutPRODUCT APPROVAL HORIZONTAL SLIDER� J SCAN EO BCIS Home Log In User Registration ' Hot Topics Submit Surcharge ! Stats & Facts i Publications ; FBC Staff ; BCIS Site Map I Links f Search i bpr a °ees Product Approval � .USER: Public User _ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17355-R s Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 1-1 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext245 kpine@cws.cc Kevin Pine kpine@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 ekoss@cws.cc ]ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jiathrop@cws.cc indows onzontal Slider Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE ❑ Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 2 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 O N/A FL17355 R3 CDC 6thEdFBC-FL17355.odf ro:,.iOI'r:9avu�3ce5s`?S;H%ada?9U0 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 FL # Model, Number or Name Description 17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider, XO, Non -impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R3 C CAC CAR 138-1315.Ddf Approved for use outside HVHZ: Yes FL17355 R3 C CAC CAR 138-1316.odf Impact Resistant: No FL17355 R3 C CAC CAR 138-1334.3df Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Max. sizes: 74" x 63" and 74" x 72". See installation 10/16/2018 details for DPs. Glass complies with ASTM E1300-04. Installation Instructions FL17355 R3 II CWS-1031A (HS-620. XO).Ddf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalReo CWS-1031A (HS-620. X0).Ddf Created by Independent Third Party: Yes 17355.2 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.Ddf Approved for use outside HVHZ: Yes FL17355 R3 C CAC CAR 138-1342.1?df 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).odf with ASTM E1300-04. Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalReo CWS-1067 (HS-620. XOX).Ddf Created by Independent Third Party: Yes 17355.3 HS-620 Vinyl Horizontal Slider XX 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 detail for DPs. Glass complies to ASTM E1300-04. HS-620 Vinyl Horizontal Slider, XX, Non -Impact. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1328.odf FL17355 R3 C CAC CAR 138-1329.odf FL17355 R3 C CAC CAR 138-1332.Ddf FL17355 R3 C CAC CAR 138-1333.Ddf Quality Assurance Contract Expiration Date 12/10/2018 Installation Instructions FL17355 R3 II CWS-1059 (HS-620. XX).Ddf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalReo CWS-1059 (HS-620. XX).Ddf 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. Coovriaht 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: R'�:NW�? ® eCliec 's,'n Credit Card Safe 2 73 114" FLANGE HEIGHT 72" MAX. UNIT HEGHT 67 7/6 _ MAX SASH HEIGHT 64 L GLA OLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 DP CHARTS & GLAZING DETAIL........2 SECTION VIEWS..................................3 EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAIL.......................6 HORIZONTAL SLIDER - NON -IMPACT 751/4" FLANGE WIDTH 74" MAX UNIT WIDTH. 36" MAX SASH WIDTH — 321/16" GLASS DLO il 64 1/4- FLANGE HEIGHT 63" MAX UNIT B HEIGHT 59 1/16" MAX SASH HEIGHT 55 16' GLASS 75 1/4" FLANGE WIDTH 74" MAX UNIT WIDTH 36" MAX. SASH WIDTH — 321116" GLASS DLO A I A ri GENERAL NOTES: /jlt— _ J� —-ram f/�WIIN(7/D/�/OW 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED SSYYSSTEMS �LL/�/��� 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. -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND SLIDER GLASS TABLES ASTM E-1300-04. NON -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 a IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR p DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR Co WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. Z -- S.-SERIES-/ MODEL DESIGNATION HS=620.-- - - ---- - - 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 4 2 X = OPERABLE SASH U 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR W w LOCATION. Z 11. EXTERNAL WEEP SLOT= 5/16" x 2-1/8" LOCATED 4-112" FROM BOTH ENDS. MAX. UNIT 2011 MTG. RAIL E REINF. DESIGN PRESSURE RATING IMPACT RATING 74" x 63" NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE 74" x 2" YES Lucas A. Tumer 2015-04-27 21:05-04:00 z� 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS RAWN BY: DATE: EMK 04/22/15 WG #: REV.: CWS-1059 CALE: SHEET 1:25 1 OF6 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "XIX" WITH GLASS TYPES(LBIC, OR D--- Unit Unit Height 1 / �J/7l\7r®�• Width 351/2 391/2 431/2 47112 1 51 1/2 55112 591/2 63 WINDOW SYSTEMS 39 112 +501-75 +50/-75 +50/-75 +50/-75 +50 ! -75 +50 / -75 +50 / -75 +50 1-75 1900 SW 44TH AVE. 431/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -72.6 OCALA, FLORIDA 34474 471/2 +50/-75 +50/-75 +5D / -75 +50 / -75 +50/-75 +50/-75 +50 / -70.2 +50 / -66.5 7/8" OVERALL 7/8" OVERALL W W W.CWS.CC 51 112 +501-75 +50/-75 +50/-75- +50/-75 +50/-75 +50/-74 +50 / -67.5 +50 / -62.1 1/8" ANNEALED 1/8" TEMPERED 551/2 +50/-75 +50 / -75 +50/-75- +50 / -75 +50/-75 +50 / -71.3 +50 / -65 +50 / -60.4 9/16" AIRSPACE 9/16" AIRSPACE 620 PVC 5 1/2 +50/-75 +50 / -75 +50/-75 +50/-75 +50 1 -75 +50 / -68.1 +50 / - +50 ! -57.5 63 112 +501-67.9 +50 / -67.9 +50 / -67.9 +50 / -67.9 +50 / •67.9 +50 / -65.4 +50 / -59.4 +50 / -55 -^I -- 1/8" ANNEALED 1/8" TEMPERED HORIZ. SLIDER +50 / -60.1 +50/-60.1 +50 / -60.1 +50/-60.1 +50 / •60.1 +50 / -60.1 +50 / -57.2 +50 / -52.9 SIKAFLEX 552 OR SIKAFLEX 552 OR NON -IMPACT 71 1/2 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50/-51 36 PURFECT GLAZE "H" 36 PURFECT GLAZE "H" 74 +50 / -50.1 +50 / -50 +50 / -50 +50/-50 +50/-50 +50 / -50 +50 -50 +50/-50 FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "AIX" WITH GLASS TYPES A, B, C, OR D 5/8" GLASS BITE 5/8" GLASS BITE i Q •- _ Unit Unit Height Width 35112 39112 431/2 471/2 51 1/2 551/2 591/2 63 m 391/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -75 +50 / -70.6 CIO 431/2 +50/-75 +50/-75 +50/-75 +50/-75 +50 1-75 +50/-75 +50 / -70.1 +50 / -65.4 Z O 47 112 +50 / -75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -71.5 +50 / -65.5 +50 / -61 I co 51 1/2 +50 ! -75 +50/-75 +50/-75 +50/-75 +50 / -74.5 +50 / -67.5 +50 / •61.7 +50 / -57.4 j 55 -1 /2 _+504m75- _ _+50 / -75 +50-/ -75- - - +50/-75 - +50/-71 +50 / -64.1 - +50 / -58.5 +50 6 -54.4 - O- i 59 1 /2 +50 / -69.6 +50 / -69.6 +50/-69.6 +50/-69.6 +50 / -68 +50 / -61.3 +50 / -55.8 +50 / -51.8 (L 63 1/2 +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 Q 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 GLASS TYPE A GLASS TYPE B w 71 1/2 +48.2 / -48.2 +48.2 / -48.2 +482 / -48.2 +48.2 / -48.2 +48.2 ! -08.2 +46.2 / -48.2 +48.2 / -48.2 +45.9 / -45.9 7/8° OVERALL 7/B" OVERALL � 74 +45.1 / -45.1 +45 / -45 +45/-45 +45/-45 +45 I -45 +45 / -45 +45 / -45 +45 / -45 3/16" ANNEALED 3/16" TEMPERED Z FLANGE WINDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES C OR D Utu�+i Unit Unit Height � -7116" AIRSPACE 7l16" AIRSPACE ``,��PNORE����',', _ 3/16" ANNEALED 3/16" TEMPERED ,� "GEN i Width 351/2 391/2 431/2 471/2 51 1/2 551/2 591/2 631/2 677/2 72 SIKAFLEX 552 OR SIKAFLEX 552 OR 391/2 +50/-75 +50 / -75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -75 +50/-75 +50/-75 +50 / -72.6 36 PURFECT GLAZE "H" 36 PURFECT GLAZE "H" ;° No 58201 '. n-P 43 1/2 +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 Z -0 ; a 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 5/8" GLASS BITE 5/8" GLASS BITE p 4, STATE OF 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 1/2 +50 / -69.6 +50/-69.6, +50/-69.6, +50 / -69.6 +50 / -69.6 +50 / -69.6 +50 / -67.1 +50 / -61.fi +50 / -56.9 +50 / -52.4 63 1 /2 +50 / -61.1 +50 / -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 1 /2 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -52.1 +47.9 ! -47.9 71 1/2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / ±8.2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / -48.2 +48.2 / -48.2 +46 ! -46.0 74 +45.1 1-45.1 +45 ! -45 +45/-45 +45 / -45 +45 / -45 +45 / -45 +451-45 +45 / -45 +45 / -45 +45/-45- FIN WINDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES C OR D Unit Unit Height Width 35 112 391/2 431/2 471/2 51 1/2 551/2 59 1/2 63 1/2 67 1/2 72 GLASS TYPE C GLASS TYF 391/2 +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/-75 +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 +501-75 +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 55 112 +50 / -71.1 +50 / -71.1 +501-71.1 +50 / -71.1 +50 / -71.1 +50 / -68.5 +50 / -62.5 +50 / -57.5 +50 / -53.2 +49.1 / -49.1 59 1/2 +50 / -61.9 +50 / •61.9 +50 / -61.9 +60 / -61.9 +50 / -61.9 +50 / -61.9 +50 / -59.6 +50 / -54.7 +50 / -50.6 +46.6 ! -46.6 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 / -42.6 NOTE: 71 1/2 +42.8 / -42.8 +42.8 ! -42.8 +42.8 / -42.8 +42.8 / -42.8 +42.8 / -42.8 +42.8 ! -42.8 +42.8 / -42.8 +42.8 / -42.8 +42.8 / -42.8 +40.9 / -40.9 74 +40.1 1-40.1 +40 / -40 +40 / -40 +401 -40 +40 / -40 +40 / -40 +40 / -40 +40 / -40 +40 1 IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. fit 4/27/2015 LUCAS A. TURNER, P.E. FL PE g 58201 F 1239 JABARA AVE. NORTH PORT, 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 2 OF 6 ti INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 7-8, 10, 12, 15-16 & 21 i ALTERNATE FIN FRAME INTERIOR -- SECTION -VIEW B-B— --- SECTION VIEW C-C MTG RAIL REINFORCEMENT (2011) REQUIRED ON UNIT HEIGHTS ABOVE 63" o(9C4n gom fjj"�j WINDOW SYSTEMSL���L�J 1900 SW 44TH AVE. OCALA, FLORIDA 344Z4 W W W.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT I'III ,``�Pp10REt1��T y� _ v : No 58201 .'.-P �9Ot STATE OF :4 ��••iS��NA„E��`�. �Z 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS EMK 04/22/15 WG#: REV.: CWS-1059 - CALE: SHEET 12 3OF6 VENDOR 5 1 H-6140 ISASH INTERLOCK RAIL, EXT. PANEL PVC ATN 6 1 P-3028 ISETTING BLOCK, 1/8" x 7/8" x 2" FRANK LOWE 7 P-3029 SCREEN LIFTTABS STEEL SUMMIT 8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 9 P-3218 SCREEN FRAME ALUM FLA SCREEN 10 P-3228 SCREEN SPLINE DAPA 11 P-3305 WISP., 0.187" x 0.270" SOFT FIN AMESBURY 12 P-3511 #8-18 x 0.625" PN PH TEK #2 POINTZP STEEL FASTENAL 13 P-3783 IMPACT SASH LOCK INTERLOCK 14 P-3784 KEEPER - INTERLOCK 15 P-4146 #8-18 x 0.750" FH PH #2 POINT TEK ZP STEEL FASTENAL 16 1 P-4754 ISCREEN CORNER KEY I NYLON I FLA SCREEN 4 4 118" 1 4 5 1/8' F-1 1/16" 715/16' 0 L 1/16" IIo PVC MAIN FRAME - H-6127 PVC TOP/BTM RAIL - H-6140 CORNER CONSTRUCTION CORNER WELD ALL SIDES 1:8 19 P-5423 #8-18 x 0.500" PN PH TEK #2 POINTZP STEEL FASTENAL 1 11/16" �21/8' 20 P-5428 ROLLER ASSY AMESBURY .050" 7/16" 23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER 24 P-5441 L BLOCK NYLON v1s tns 1n6" I 26 S-2004 REINF, SIDE RAIL ALUM ASCEND 1 15/16" 1 15116" i 3/16" 28 15/16" 33 27 S-2005 REINF., MEETING RAIL, INT. PANEL ALUM ASCEND 2 3 j-- 28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND �_ D 29 S-2030 ROLLER TRACK ALUM ASCEND 30 S-2030 ANTI -LIFT FILLER ALUM ASCEND PVC INTERLOCK RAIL - H-6135 PVC DRAW RAIL - 6139 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141 31 S-2043 REINF, MEETING RAIL, EXT. PANEL ALUM KEYMARK 32 S-2044 REINF., TOP/BOTTOM RAIL ALUM ASCEND 33 S-6141 0.875" GLAZING BEAD PVC ATN 34 GLASS SEE SHEET 1 t/1s 1/16" 1 5/16" j 1 5/16"1 35 DOW CORNING 1199 SILICONE 36 PURFECT GLAZE "H", SIKAFLEX 552 SILICONE HENKEL / SIKA 37 S-2011 REINF, EXTERNAL ALUM ASCEND 15n s^ 31 11/16" 32 11/1+6" 27 11/1� s„ 38 P-3515 #8 x 5/8" PH FLAT WHITE SMS STEEL FASTENAL 2s 1/7 ;3r " 39 1 P-5400 ICOVER, EX1-. REINF. PVC TEAM PLASTICS .093° LINE ITEMS NOT USED: ALUM REINF. - S-2043 ALUM REINF. - S-2044 ALUM REINF. - 5-2005 21-22. 25 ALUM REINF. - S-2004 7116' 37 � 39 ALUM ROLLER TRACK - S-2030 ALUM EXT. REINF. - S-2011 PVC COVER - P-5400 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT z2 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: A EMK 04/22/15 NG#: REV.: CWS-1059 - :ALE: SHEET 12 4OF6 0 ANCHOR AT MIDSPAN FOR UNIT HEIGHTS OVER 63" (TYP.) 3 (TYP.) 6" MAX (TYP.) SEE NOTE 2 6" MAX. (TYP.) 6" (TYP.) INSTALLATION ANCHOR (TYP.) 161/4" MAX. O.C. (TYP.) X X j .., ♦Jj 1�';j ANCHOR LAYOUT - (FLANGE) 8" MAX O.C. (TYP.)-� -y 4" MAX (TYP.)--H 4" MAX. (TYP.) 8" - MAX. O.C. (TYP.) --1 3" THRU FRAME ANCHOR (TYP. X X ANCHOR LAYOUT - (FIN) NOTE THRU FRAME ANCHORS @ MTG RAIL WINDOW SYSTEMS L 1900 SW 44TH AVE. - OCALA, FLORIDA 34474 W W W.0 W S.CC 620 PVC -SEE NOTE HORIZ. SLIDER INSTALLATION NON -IMPACT 4NCHOR (TYP.) NOTES: 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 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. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 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 TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY 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/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) U U w 0 z� 4/27/2015 LUCAS A. TURNER, RE. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE AND NOTES DRAWN BY: DATE: EMK 04/22/15 DWG#: REV.: CWS-1059 - 3CALE: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 11 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER I // I 1/4" MAX. SHIM INSTALLATION SEE TABLE I SEALANT BEHIND L-� I 1W MAX. SHIM FLANGE BY INSTALLER p 0 a g PERIMETER SEALANT MIN. EMBEDMEN BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 SEALANT UNDER SCREW A VERTIGAL SECTION HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE rPERIMETER SEALANT BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BYINSTALLER ! o l HORIZONTAL SECTION 6 TYPICALJAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116" 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" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" II1N TAPCON OR ELCO ULTRACON 1-3/8" 718" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KS D #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF- FULL THREAD THRU 0.060" 7l16 WN'2_X / " ALUM. (6063-T5 MIN.) OR 1/S" STEE #10 GRADE 5 SELF -TAPPING / RILLING SCREW FULL THREAD THRU 0.12Y 7/16,MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1/2" MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 1/4' MAX. SHIM SEE TABLE 1 MIN. EMBEDI SEE TABLE 1 _...1V PERIMETER SEALANT Q000 INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. A/6) REO'D AT MTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. WINDOW SYSTEMS Il_—ZJ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT U H �l I •J: No 58201 :'-P 9 �. STATE OF ::!27 7� VA 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER INSIDE AND OUT HORIZONTAL SECTION NORTH PORT, FL 34288 PH. 941-380-1574 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: EMK 04/22/15 IN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG #: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-1059 SCALE: SHEET SHOWN FOR FLANGE WINDOWS. 1:2 6OF6