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HomeMy WebLinkAboutPRODUCT APPROVALi w SCANNED BYt.�`�� i g Lucie Count/ BCIS HomeLog In User Registration Hot Topic Submit Surcharge Stats & Facts Publications ! FBC Staff BCIS Site Map I Links ? Search brida Lp )p � Product Approval `�� "� .USER: Public User a' ::2':':.r: � •;.%: =;fie. Product Apprgv„al jftqfLu > Product or Application Search > Application List > Application Detail FL # L17355-R3 i� i„� a Application Type A I 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 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 Fop cws.cc Windows Horizontal Slider Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE ':.:I Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 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 r Yes .' No N/A FL17355...R3...:OOO...6thEdFBC FL17355.:pcJf - :r s Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/14/2017 09/14/2017 09/15/2017 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:INo FL17355 R3 C CAC_. CAR._138-1315,_pdf Approved for use outside HVHZ: Yes FL17355 R3 C CAC CAR 138 1316.pdf ' Impact Resistant: No FL37355 R3 LC CAC CAR 138 1334,pdf 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).pdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355_R3,_AE.._Ev_alRep CW5 1031A (H5- XOapdf 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 .foruse in HVHZ: No FL17355R3C_CAC .._CAR._138-1341..pdf Approved for use outside HVHZ: Yes FL17355 R3C_CAC CAAR.138 1342.pdf 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 1/4=1/2-1/4. See installation details for DPs. Glass complies Installation Instructions 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 EvalRep CWS-1067 (HS-620. XOX).pdf Created by Independent Third Party: Yes L/ I 173�solf HS-62d� Vinyl' Horizontal Slider XX Use Approved for use in HVHZ: Nol 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,pdf FL17355 113 C CAC_CAR 138,-1329.pdf FL17355 _R3 C, CAC CAR _138.-1332,pdf FL173_5_5_R3_ CCAC_,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).ndf 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. Co right 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public I cords. 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 1, 73 1/4" FLANGE MAX. UNIT HEIGHT 67 7/8" MAX. SASH j HEIGHT GLASS 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 GENERAL NOTES: aa'g go. ffl HORIZONTAL SLIDER - NON -IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW 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 75 1/4" FLANGE WIDTH 74" MAX. UNIT WIDTH 3. CONFIGURATIONS: "XX". _ 620 PVC 36" 4. DESIGN PRESSURE RATING (SEE SHEET 2): HORIZ. SLIDER MAX. SASH WIDTH NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. NON -IMPACT 321/16" -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED j IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR a B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR I 6 WOOD ANCHOR CALCULATIONS. I } C I m C C 6 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE Z D SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z 6 7. ALL FRAMES AND VENTS FULLY WELDED. SQ X X z> 8. SERIES / MODEL DESIGNATION HS-620. a 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: E X = OPERABLE SASH I � 75 1/4" FLANGE WIDTH 0 I� 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR i ✓ 74" MAX. UNIT WIDTH LOCATION. 0 36" 11. EXTERNAL WEEP SLOT = 5/16" x 2-1/8" LOCATED 4-1/2" FROM A MAX. SASH WIDTH BOTH ENDS. PtypREby T�i�i 6 321/16" --i A i ��J�pG;.��GENSFG�Z�'i GLASS DLO No 58201 :'1I - :*: :*= 6a,/a" - - JE Lucas A. Turner=*;aFLANGE 2015-04-27 STATE OF :11f: HEIGHT 63 21:05-04:00�y�T�.P,.c�MAX�i< O R 1 O\� UNIT B HEIGHT ���S/ONAof 591/16" X X 7'MAX f SASH 4/27/2015 HEIGHT 55 1/1s" LUCAS A. TURNER, P.E. GLASS FL PE # 58201 1239 JABARA AVE. DLO NORTH PORT, FL 34288 PH. 941-380-1574 A SHEET DESCRIPTION: MAX. UNIT 2011 MTG. RAIL SIZE REINF. DESIGN PRESSURE RATING IMPACT RATING " " NO SEE COMPARATIVE ANALYSIS NONE 74" x 72" YES CHARTS, SHEET 2 GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: EMK 04/22/15 DWG #: REV.: CWS-1059 - SCALE: SHEET I 1:25 1 OF 6 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X" WITH GLASS TYPES A, B, C, OR Unit Unit Height Width 35 1/2 39 1/2 43 1/2 47 1/2 51 1/2 55 1/2 59 1/2 63 VVINl3CSW SYSTEMS I� 39 1/2 +50 / ,75 +50/-75 +50/-75 +50/-75 / -75 _ +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE. 43 1/2 +50/-75 +50/-75 +50/-75 - +50 / +50/-75 +50/-75 +50 / -75 +50 / -72.6 OCALA, FLORIDA 34474 7/8" OVERALL 7/8" OVERALL W W W.CWS.CC 47 1 /2 +50 / =75 +50/-75 +50 / -75 0 / -75 +50 / -75 _ +50 / -75 +50 / -70.2 +50 / -66.5 5T 1/2 +50/-75 +50/-75 __+50]- +50 / -75 +50/-75 _ +50 / -74 +50 /-67.5 +50 / -62.1 1/8" ANNEALED 118" TEMPERED 551/2 +50/-75 +50/-.75 0 / -75 +50/-75 +50/-75 +50 / -71.3 +50 / -65 +50 / -60.4 9116" AIRSPACE 9/16" AIRSPACE 620 PVC' 59 1/2 +50/-75 +50 / - +50 / -75 +50 / -75' +50 / -75 _ +50 / -68.1 +50 ! -62 +50 / -5Z.5 1/g= ANNEALED 1/8" TEMPERED HORIZ. SLIDER 63 +50 / -67.9 -67.9 +50 / -67.9 +50 / -67.9 +50 / -67.9 +50 / -65.4 +50 / -59.4 +50 / -55 'I / +50 / -60 +50 ! -60.1 +50 / -60.1 +50 / -60.1 +50 / -60.1 +50 / -60-1 +50 / -57.2 +50 (-52.9 L5/8" X 552 OR SIKAFLEX 552 OR NON -IMPACT 1 112 + 53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50/-51 T GLAZE "H" 36 PURFECT GLAZE "H" 74 +50 / -50.1 +50 / -50 +50 / -50 +50 / -50 +50 / -50 +50 / -50 +50 / -50 +50 / -50 SS BITE 5/8" GLASS BITE I Fw- FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES A, 8, C, OR D ¢ Unit Unit Height ji Width 35112 391/2 431/2 47112 51 1/2 551/2 591/2 63 I } m 39 1!2 +50/--75 +50/-75 +50/-75 +50/-75 +50 / -75 +50 / -75 +50/-75 +50 / -70.6 � 43 1 /2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -70.1 +50 / -65.4 47 1 /2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +5 +50 / -65.5 +50 / -61 51 1/2 +50 / -75 +50 / -75 _+50/-75 +50/-75 +50 ! -7 +50 / -67.5 +50 / -61.7 +50 / -57.4 i 55 1/2 +50/-75 +50/-75 +50/-75 +501-75_ _ o_r-7.1- -+50 /--64..1--+50-1--58:5- +50-/ =54-4- O -59 172 +50 / -69.6 +50 / -69.6 +50 / -69.6 +59 .6 +50 / -68 +50 / -61.3 +50 / -55.8 +50 / -51.8 j a 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 0 LASS TYPE A GLASS TYPE B U 67 1 /2 +50 / -54:1 +50 / -54.1 + 4.1 +50 / -54.1 +50 / -54.1 +50 / -54.1 +50 / -51.5 +47.6 / 47.6 I v� 71 112 +48-2 / -48.2 +48.2 / 4 +48.2 / - 12 +48.2 / -48.2 +48.2 / -48.2 1 +48.2 / -48.2 +48.2 / -48.2 +45.9 / -45.9 p 74 +45.1 / -45.1 / -45 +45 / -45 +45 / -45 +45 / -45 1 +45 / -45 +45 / -45 +45 / -45 7/8" OVERALL 7/8" OVERALL 3/16" ANNEALED 3/16" TEMPERED I I ; O F INDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES C OR D tt��'urrrrr 7/16" AIRSPACE 7/16" AIRSPACE 1,��� ,�� PNpRE4y T ��1 Unit Unit Height 3/16" ANNEALED 3/16" TEMPERED �$� -' EM1ts•.GiQ��� Width 351/2 39112 431/2 471/2 51 1/2 551/2 591/2 631/2 671/2 7 SIKAFLEX 552 OR SIKAFLEX5520R �~j0:•••� 4••••.Ln�� 36 PURFECT GLAZE "H" 36 PURFECT GLAZE "H" Z -4 No 58201 39 1/2 +50/-75 +50/75- +50 (-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -75 +50 / -72.6 43 1 / +50 / -75 +50 / -75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -75 +50 / -72.3 • +50 / -67. +50-1-75 _+50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -72.7 +50 / -67.4 _+%M7Mr47 5/8" GLASS BITE 5/8" GLASS BITE ' 9 STATE OF �/. 51 112 +50 / -75 _75-0/75 -75-0/75 -_+50/-75 +50/-75 +50 / -75 +50 / -74.2 +50 / -68.3 +50 / -63.3 +50 / -58.5 y Q , •4UZ� 551/2 +50/-75 +50/-75 +50/-75 +50/-75 1 +50/-75 +50/-75 .+50 / -70.4 +50 / -64.7 +50 / -59.9 +50 / -55.2 �ii�;� ...... 59 1 / +50 / -69.6 +50 / 69.6 +50 / -69.6 +50 / -69.6 +50 / -69.6 +50 / -69.6 +50 / -67.1 +50 / -61.6 +50 / -56.9 4 �S/0 .... 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 M.- +rrr r tt r it ti� 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 71 1/2 +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 / -48.2 +48.2 / -48.24/27/2015 74 +45.1 / -45.1 +45/45 +45/45 +45/ 45 +45 / -45 +45 / 45 +45 / -45 +45 / -45 +45 / -45 LUCAS A. TURNER, P.E. FIN WINDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "XIX" WITH GLASS TYPES C OR D FL PE # 58201rl 1239 JABARA AVE. Unit Unit Height NORTH PORT, FL 34288 Width 35 1/2 39 1/2 43 t/2 47 1/2 51 1/2 55 1/2 59 1/2 63 1/2 67 1/2 72 GLASS TYPE C GLASS TYPE D PH. 941-380-1574 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 SHEET DESCRIPTION: DESIGN PRESSURE 43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -75 +50/-75 +50 / -74.9 +50 / -69.2 +50 / -64.3 +50 / -59.6 CHARTS AND GLAZING 47 1/2 +50/-75 +50/-75 +50/-75 +50 / -75 +50/-75 +50/-75 +50 / -70.0 +50 / -64.6 +50 / -59.9 +50 / -55.4 DETAILS 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 DRAWN BY: DATE: 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 EMK 04/22/15 59 112 +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 +46.6 / -46.6 DWG a: REV.: 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 / -42CWS-1059 .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 SCALE: SHEET 74 +40.1 / -40.1 +40 / 40 +40 / -40 +40 / -40 +40 / -40 +40 / -40 +40 / -40 +40 / -40 +40 / -40 1 +40 / -40 IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 1:1 2 OF 6 f n SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 7-8, 10, 12, 15-16 & 21 INTERIOR ALTERNATE FIN FRAME INTERIOR SECTION VIEW B-B SECTION VIEW C-C MTG RAIL REINFORCEMENT (2011) REQUIRED ON UNIT HEIGHTS ABOVE 63" ViIP4DOW SYSTEMS Il L✓/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 620 PVC HORIZ. SLIDER NON -IMPACT w I Q I o No 58201 L9: STATE OF 41 ;�Z 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS BRAWN BY: DATE: EMK 04/22/15 )wG #: REV.: CWS-1059 - ;CALE: SHEET 1:2 3OF6 H V-3U28 I SE I IING BLOCK, 1/8" x 7/8" x 2" - - FRANK. LOWE 7 P-3029 SCREEN LIFT TABS 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 WTSP., 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 IMPACTS ASH LOCK _ INTERLOCK 14 P-3784 KEEPER INTERLOCK 15 P-4146 #8-18 x 0.750" FH PH #2 POINT TEK ZP STEEL FASTENAL 16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 17 P-5420 WEEP COVER ASSY NYLON ASHLAND 18 P-5421 0.625" HOLE PLUG I NYLON HEYCO 19 [20 P-5423 #8-18 x 0.500" PN PH TEK #2 POINTZP STEEL FASTENAL 23 P-5428 P-5436 IJAMB ROLLER ASSY BUMPER RI IRRFR I AMESBURY KA[Mf1R RI IRRCR 27 1 S-2005 REINF., MEETING RAIL, INT. PANEL ALUM ASCEND 28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND 29 S-2030 ROLLER TRACK ALUM ASCEND 30 S-2030 ANTI -LIFT FILLER ALUM ASCEND 31 S-2043 REINF, MEETING RAIL, EXr. PANEL ALUM KEYMARK 32- S-2044 REINF., TOP/BOTTOM RAIL ALUM ASCEND 33 S-6141 0.875" GLAZING BEAD PVC ATN 34 IGLASS SEE SHEET 35 DOW CORNING 1.199 SILICONE 36 PURFECT GLAZE "H", SIKAFLEX 552 SILICONE HENKEL / SIKA 37 S-2011 REINF, EXTERNAL ALUM ASCEND 38 P-3515 #8 x 5/8" PH FLAT WHITE SMS STEEL FASTENAL 39 P-5400 COVER, ENT REINF. PVC TEAM PLASTICS LINE ITEMS NOT USED: 21-22, 25 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ' 4 4 1/8"� 1 F 1 1 /2" --- a o 45 1'/16" FIE1!8' 115/16" L v1s" a 0 IIo PVC MAIN FRAME - H-6127 PVC TOP/BTM RAIL - H-6140 CORNER CONSTRUCTION Owa WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD 620-PVC ALL SIDES 1s HORIZ. SLIDER NON -IMPACT ui o r 1 11l16 2 1 /8" �-I .050' T_ri I_ 7/16" I►— 5/16" 1716" 1/16" 1151/16" -- 115/16" I 13/16' 15/16" 33 i _ z <' D 1 28 3 L PVC INTERLOCK RAIL - H-6135 PVC DRAW RAIL - 6139 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141 11/16" 1/16" 15/16"-{ 15/16"-{-1.5/16' 1 1 1/16' 31 11/16" 32 11/I16" 7 11/16" 1/16" .093" 1/16" ALUM REINF. - S-2043 ALUM REINF. - S-2044 ALUM REINF. - S-2005 ALUM REINF. - S-2004 518" r 1 9/16" 3/8" 7/16" 37 39 1/16" 29 30 7B" 1" L ALUM ROLLER TRACK - S-2030 ALUM EXT. REINF. - S-2011 PVC COVER - P-5400 Q U w w 0 O z A1yORE 41 J: No 58201 V. STATE OF '?'10 1 AI- 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EMK 04/22/15 WG #: REV.: CWS-1059 - 'nLe: SHEET 1:2 4 OF 6 4 i ANCHOR ATI"^^^"" FOR UNIT HE 6" MAX. (TYP 6" MAX. (TYP M ANCHOR LAYOUT - (FLANGE) 8" MAX O.C. (TYP 4" MAX. (TYP.)— E 2 4" MAX (TYP.) — INSTALLATION ANCHOR (TYP.) 8" — MAX. O.C. (TYP.) I --{ r 3" THRU FRAME ANCHOR X X IL a ANCHOR LAYOUT - (FIN) NOTE THRU FRAME ANCHORS Qu MTG RAIL TYP.) —SEE NOTE 2 INSTALLATION ANCHOR (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,(ELANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) as,ga®m. 0 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT w a a Be I No 58201 .1 G z�- 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES EMK 1 04/22/15 CW S-1059 'ALE: SHEET 1.:20 1 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SEALANT BEHIND — FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND — FLANGE BY INSTALLER PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDI SEE TABLE 1 1/4" MAX. SHIM - 114" MAX. SHIM MI EMBEDMENT SEE TABLE 1 EDGE DIST. T'ABLE 1 MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 1/4" MAX. SHIM SEE TABLE 1 o MIN. DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION 6 TYPICAL JAMB 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" ITV+! TAPCON 1" 1-1/8" 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" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1 3/8„ 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.660") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW SELF -DRILLING SC FULL THREAD RU 0.060" 7/16" 16"2XMIN. LfAN 1/8 ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULLTHREAD THRU 0.125"=El//2" SOUTHERN PINE (G=0.55) . #10 WOOD SCREW 1-1/2" MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 1/4" MAX. SHIM SEE TABLE 1 MIN. EMBEDI SEE TABLE 1 PERIMETER SEALANT QpeQ BY 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) REQ'D AT MTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. WINDOW SYSTEMS L,_— 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS.Cc 620 PVC HORIZ. SLIDER NON -IMPACT w F- Q E NSF v : No 58201 Q:11STATE OF '�/MA.O R 1S+rON D 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 p� HORIZONTAL SECTION 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 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG #: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-1059 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6