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HomeMy WebLinkAboutProduct Approval 1-1nlua uuuuuig Luue vnime Page 1 of 2 nr '-{ ';v �'"rt=.�- -t .s.-e•+. S a\ r c a .rteK r `odda Demrtmenr;' BCIS Home 1 Log In 1 User Registration ! Hot Topics i Submit Surcharge Stats&Facts Publications , FBC Stag ; BCIS Site Map l Unks Search Businesy? �� Professional USEER Pubicc Userroval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail- N 2- FL# FL17355-R2 Application Type Revision Code Version 2014 Application Status Approved *Approved by DSPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 1 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 7 Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE 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 Product Approval Method Method 1 Option A https://www.floridabuHding.org/pr/pr app_dtl.aspx?paratn=wGEVXQwtDgsRyNwiNWDr... 7/13/2015 "UJULUJUU16%-,vuv"inlilli; Page 2 of 2 Date Submitted 06/10/2015 Date Validated 06/11/2015 Date Pending FBC Approval Date Approved 06/16/2015 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 R2 C CAC CAR 138-131S.pd Approved for use outside HVHZ:Yes FL17355 R2 C CAC CAR 138-1316.nd Impact Resistant.,No FL17355 R2 C CAC CAR 138-1334.f)d 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 R2 11 CWS-1031A(HS-620,XO).f)d Verified By:Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL1735S R2 AE Evalikea CWS-1031A(HS-620,X0).Dd 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 R2 C CAC CAR 138-1341.pd Approved for use outside HVHZ.*Yes FL17355 R2 C CAC CAR 138-1342-od Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2019 Other:Max.size ill"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 R2 11 CWS-1067(H5-620,XOX).r)df with ASTM E1300-04. Verified By:Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17355 R2 AE EvalRep CWS-1067(HS-620,XOX).Pd ------ Created by Independent Third Party:Yes ''f 17355.3 HS-620 Vinyl Horizontal Slider XX A-620 Vinyl Horizontal Slider,XX,Non-Impact. Limits of Use Certification Agency Certificate –Approved-1or-use-in­HVHZr-N FL17355 R2 C CAC CAR 138-1328.1)d Approved for use outside HVHZ"Yes FL17355 R2 C CAC CAR 138-1329.L)d Impact Resistant:No FL17355 R2 C CAC CAR 138-1332.od Design Pressure:N/A FL17355 R2 C CAC CAR 138-1333.odf Other.Max.sizes:74"x 63"and 74"x 72".See Installation Quality Assurance Contract Expiration Date detail for DPs.Glass complies to ASTM E1300-04. 12/10/2018 Installation Instructions FL17355 R2 11 CWS-1059(HS-620,XX).Pdf Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17355 R2 AE EvalRel)CWS-1059(HS-620,XX).od Created by Independent Third Party:Yes back F_--t] Contact U IM North Monroe Street.TailahassQg FLj399 phone:850-487-1824 The State of Florida is an AA1EE0 employer.Copyright 2O4I-2013 State-of Florida,-.:Privacy Statement::Agessibility Statemen ::'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(2),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 JIM. Product Approval Accepts: K][a-70 RE M yyysmcc irimmi-xitics- https://www.floridabuilding.org/pr/pr�_appjtl.aspx?param=wGEVXQwtDqsRvNwiNWDr... 7/13/2015 GENERAL NOTES HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBG),CURRENT EDITION. 1900 SIN 44TH AVE, OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.cwS'CC 751/4"FLANGE WIDTHS.CONFIGURATIONS:"XX".. "MAX.UNIT WIDTH 620 PVC 36' 4,DESIGN PRESSURE ATING(SEE SHEET 2). SLIDER -NEGATIVE DESIGNLOADS LBASED ASED ON,TESTED PRESSURE AND HORIZ, MAX SASH WIDTH GLASS TABLES ASTM E-1300-04. NON-IMPACT 321/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER LASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 0 73114' a DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR FLANGE 6 WOOD ANCHOR CALCULATIONS. 5: HEIGHT to 72" & 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE cl) MAX. C C SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, z UNIT 0 0 HEIGHT Ln 6 7.ALL FRAMES AND VENTS FULLY WELDED. X I x le 1 67 7/8' B.SERIES I MODEL DESIGNATION HS-620, 0 (r MAX SASH HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: cc X.OPERABLE SASH 0 64 111 w GLASS -751!4"FLANGE WIDTH 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 01 DLO 0 rl LOCATION. I 74"MAX UNIT WIDTH Z': 36" 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2"FROM "1161111til't BOTH ENDS. '9e� MAX,SASH WIDTH os N..........�6' 32 GLASS DLO A­1 No 58201 Lucas Turner 64 1/4" FLANGE 2015-04-27 STATE OF %0 HEIGHT 21:05-04:00 63' MAX .......1.0 UNIT B B 11,41011690 HEIGHT 591/16" x x 0;7— MAX I SASH 4/27/2015 HEIGHT LUCAS A.TURNER,P.E. FL PE#58201 U SS 1239 JABARA AVE. NORTH PORT,FL 34288 t�K PH.941.380-1574 A SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: DATE: GENERAL NOTES&ELEVATIONSI DESIGN PRESSURE RATING IMPACT RATING EMK 04/22115 DP CHARTS&GLAZING DETAIL........2 SIZE REINF. DWG M REV.! SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059 74"x 72" YES CHARTS, SHEET 2 - EXTRUSIONS&B.O.M.......... ..........4 NONE SHEET ANCHOR SCHEDULE&NOTES..........5 INSTALLATION DETAIL.......................6 1:25 1 OF 6 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"AM'WITH GLASS TYPES A,B,C.OR 0 �� o Unit Unit Height Width 351/2 1 391/2 431/2 47112 51112 551/2 591/2 63 19005 DW HAE 391/2 +501-75 +591-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501.75 OCA A,FLORIDA 34474 44TH AVE.. 431/2 +50/-75 +50/-75 +501-75 +50/-75 +501-75 +50/-75 +50/-75 +50_/ 72.6 718"OVERALL 7t8"OVERALL WwW.WWW.CWS.GC 47112 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +501-702 +50/-66.5 511112 +501-75 +50/-75 +50/-75 +501-75 +50_/ 75 +60/-74 +501.67.5 +50/-621 1/8'ANNEALED - 1/8"TEMPERED 55 1/2 +50/-75 +50/-75 +501-75 +50/-75 +501-75 +501-71,3 +50/-65 +50/-60.4 9116"AIRSPACE 9/16"AIRSPACE 620 PVC 591/2 +50175- +501-75 t50/-75 +501-75 +501-75 +50t 68.1 +501.62 +501-57.5 1!8"ANNEALED 1/8"TEMPERED HORIZ.SLIDER 63 1/2 +50/-67.9 +501•67.9 +50/-67.9 +501.87.9 +50/ 67.9 +50/-65.4 +50/-59.4 +501.55 SIKAFLEX 552 OR NON-IMPACT 671/2 +501-60.1 +50/-60.1 +50/-60.1 +50/-60.1 +50/-60.1 +50/-60.1 +50/-57.2 +50! 52.9 36 SIKAFLEX 552 OR 36 PURFECT GLAZE-H- 7`1 1/2 +50/-53.6 +501-53.6 +50/-53.6 +501-53.6 +501-53.6 +501-53.6 +50!-53.6 +50!•51 PURFECT GLAZE"H" 74 +60/-50.1 + 0 •0 +0/-50 +501-5D +p/ 50 +0 +50 0 +50/•511 5/ S BITE 51S BITE FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"XIX"WITH GLASS TYPES A S.C,ORD Q 6 Unit Unit Height Width 35112 391/2 431/2 471/2 511/2 55112 591/2 63 m 391/2 +501-75 +501-75 +501-75 +501-76 +501-75 +50/-75 +50/-75 +50/-70.6 z 431/2 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-70.1 +50/-65.4 O 47112 +501-75 +50 t-75 +50 t-75 +50/-75 +501-75 +50/-71.5 +501.65.5 +50/-61 rn 51 112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.5 +50/-67.5 +50/-61.7 +50/-57.4 Z W 55112 +501.75 +5oT--75-75 +50/-75 +501-75 +501.71 +50/-64.1 +50/-58.5 +501-54.4 a 59112 +50/-69.6 +50/-69.6 +50/.69.6 +50/-69.6 +50/-60 +50/-61.3 +50/-55.8 +501-51.8 a 631/2 +50/-61.1 +50/-61.1 +50/.61.1 +50/-61.1 +50/-61.1 +501-58.9 +501.53.5 +49.51.49.5 GLASS TYPE A GLASS TYPE B 0 67112 +50/-54.1 +501-54.1 +50/-54.1 +50 t-54.1 +50 t-54.1 +501-54.1 +501-51.5 +47.61.47.6 w 711/2 +48.21.48.2 +48.2/-48.2 +48.2/-48.2 +48.2!-48.2 +48.2/48.2 +48.2/48.2 +482/-48.2 +45.9/-45.9 7t8°OVERALL 718"OVERALL 7q 4.1 +4 ­741'T-49- + 4 +45/-45 + + 4 + 45 3/16"ANNEALED 3116"TEMPERED Z »Uurur FLANGE WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D 7/76"AIRSPACE 7/16"AIRSPACE RE VV '•. _Unit Unit Height -3/16"ANNEALED -3/16"TEMPERED ���y Qom.i'�p /y S."'TG•f+��i Width 351/2 39112 43112 47112 51 1/2 1 55112 591/2 631/2 67112 72 38 SiKAFLEX 552 OR SIKAFLEX 552 OR 391/2 +60/-75 +50/-75 +50/-75 +60/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.6 PURFECT GLAZE"H" 38 PURFECT GLAZE"H" :�R' No 58201 43 112 +50/-75 +501-75 +50/-75 +50/-75 +501.75 +50/-75 +50/-75 +50/-75 +50/-72.3 +50/-67.0 47112 +50/-75 +60/-75 +50/-75 +501-75 +60/-75 +60/-75 +50/-75 +50/-72-7 +501-67.4 +50/-62.4 5/8']GLASS BITE 518"GLASS BITE STATE OF »+w� 511/2 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +501.74.2 +501-68.3 +50/-63.3 +50/-58.5 0. a P:_�� 551/2 +50/-75 +50/-76 +50/.75 -+50/.76 +50175 +SO_t7S +5D-/70.4 +501.64.7 +50/.59.9 +50/-55.2 `1r 6' COR 1,0.''' Tj 59 1/2 +50/-69.61 +5 +501-69.6 0/ + -69.6 56 01-69. +50/.69.6 +50/-69.6,+50/-67.1 +501.61.6 +50/-56.9 +501.52.4 �';"+ry � 631/2 +501.61.1 1+501.61.1 +50/-61.1 +507-61.1 +50/-61.1 +50 t 61.1 +501 61.1 +501.58.9 +50/-54.3 +50/-50.0 0.j 671!2 +501.54.1 +50 t-54.1 +501-54.1 150! 54.1 +50 t•54J +50 +50 t-54.1 +50/-52.1 +47.9/47.9 - 71 112 +48.2/ 48.2+48.2/ 48.2+48.2/ 48.2+48.2/ 48.2+48.2!48.2+48.2/4$.2+48.2! 48.2+48.2/ 48.2+46.2! 48.2 +46/46.0 4/27/2015 74 +45.1/45.11 +45/-45 +451-45 +451.45 +45 -45 +451.45 +451-45 +451-45 +45 45 +45 t 45 LUCAS A.TURNER,P.E. i®r FL PE#RAA FIN WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"XIX"WITH GLASS TYPO C OR 0 12F PE#58201 AVE. Unit Unit Height NORTH PORT,FL 34288 Width 35112 391120/41.1 47112 51 112 551/2 59112 631/2 671/2 72 GLASS TYPE C GLASS TYPED PH.94TION: 1574 SHEET DESCRIPTION; 39112 +50/-75 +501-75 +50/-75 +501-75 +50/.75 +50/-75 +501-75 +50/-74.8 +50/-69.6 +60/•64.5 DESIGN PRESSURE 431/2 +501-75 +50/-75 +501-75 +501-75 +50/-75 +50/-74.9 +501-69.2 +501-64,3 +50/-59.6 CHARTS AND GLAZING 471/2 +50/-75 +501-75 +501-75 +50/.75 +50/-75 +50/-70.0 +501.64.6 +501-59.9 +50!-55.4 DETAILS 511/2 +50/-75 +501-75 +501-75 +50/-75 +50/-72.1 +50/•66.0 +501-60.7 +50/•56.3 +50/•52.0 DRAWN BY: DATE: 551/2 +50/-71.1 +50/•71.11 +50/-71.1 +50/-71.1 +50/-68.5 +50/-62.5 +50/-57.5 +501-53.2 +49.11 49.1 EMK 04/22/15 59 112 +50/-61.9 +501-61.99 +50/-61.9 +50/-61.9 +50/-61.9- +501.59.6 +50/-54.7 +50/-50.6 +46.6/-46.6 aWG#: REW 63112 +501-54.3 +501-54.3 +501-54.3 1+50/-54.3 1+501-54.3 +501-54.31+501.54.3 1+501-52.4 +48.3 148.3+44.41-44.4 CWS-1059 - 671/2 +48.1/-48.1+48.1/48.1+48.1/-48.1 +48.1/48.1+48.1/-48.1+48,i/48.1+48.1 1-48.1+48,1/.48.11+46.3 1-46.3+42.6/-42.6 NOTE: 71 112 +428/-42.8+42.81428+42.81.42.8+42.8/42.8+42.8/•42.8+42.8142 8+42.8142.8+42,8142.81+42.8 142.8+40.9/-40.9 6c SHEET 74 +40. 0.1 +40 +40 +40140 +4111-411 + 0 40 +40 40 +40 0 +40 40 +401 0 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1;1 2©F$ 0 4 INTERIOfl WINDOW SYSTEMS 1900 SW 44TH AVE. 1 1 23 11 6 3 2 1 WwW.COCALA,FLORIDA 34474 WS.Cc T T T, 620 PVC HORN.SLIDER NON-IMPACT 3p 3p Q m U) z 0 3 0 6 > 1 31 LLI 4a: SECTION VIEW B-B 33 V 3 8 39 0 Z': INTERIOR `� e%%=. ........... S ;,V'.-<'r- lld�, N-,-. "S.. %��_'r Z-.' No 511201 ME STATE OF (P*' 4 -4.0 R i0o" 4 ON '11I- , 10 it c=I f2712016 SECTION VIEW C-C MTG RAIL REINFORCEMENT(2011)REQUIRED LUCAS A.TURNER;P.E. ON UNIT HEIGHTS ABOVE 63" FL PE#58201 1239 JABARA AVE, NORTH PORT,FIL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A-A DRAWN BY: - DATE: ALTERNATE FIN FRAME EMK 04/22/15 DWG-#.' R F V.: ITEMS NOT SHOWN FOR CLARITY: CWS-1059 7-8,10,12,15-16&21 SCArE` SHEET 1:2 30F6 MIN.EMBEDMENT SUBSTRATE SEE TABLE 1 BYH R TYPICAL HEAD ANCHORAGE 1/4"MAX.SHIM SENTASELES1 MK EDGE DIST. — SUBSTRATE MIN.EDGE DIST. SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE I SEE TABLE I OCALA,FLORIDA 34474 114'MAX.SHIM WWW.CWS'Cc SUBSTRATE BY OTHERS---, MIN.EDGE DIST. SEE TABLE_I SEE TABLE I MIN.EMBEDMENT PERIMETER LANT SEE TABLE I INSTALLATION ANCHOR 620 PVC L3 EA SEE TABLE I LLE BYINSTA R HORMSUDER INSIDE AND OUT T MIN.EMBEDMENT SEE TABLE 1 NON40ACT SEALANT BEHIND FLANGE BY INSTALLER 114"MAX.SHIM PERIMETER SEALANT BY PERIMETER SEALANT a ININSTALLER SIDE AND OUT ————— BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 m SEALANT BEHIND 1E FLANGE BY INSTALLER �=—_SEALANT BEHIND (0 FIN BY-I STALLER z - 0 INSTALLATION ANCHOR /_B�\ HORIZONTAL SECTION /—c"\ HORIZONTAL SECTION Fn SEE TABLE I TYPICAL CAL FIN ANCHORAGE 'S THYEPA'l AND ILL SIMILAR FOR FIN INSTLATION TYPICAL JAMB ANCHORAGE 0 CC NOTE: ADDITIONAL E-ANC WNJU Ltt TH FRAM NCHORS 9: NOTE:ADDITIONAL THB-L,6FRAM AS-SHOWNWDET.A/6)REQ'D AT MTG RAIL. cc SEE SHEET 5 ANCHOR LAYOUT. W L0 zu SEALANT BEHIND 1/4,MAX.SHIM FLANGE BY INSTALLER RE Vv PERIMETER SEALANT MIN.EMBEDMENT Z', N. 58201 BYINSTALLER SEE TABLE I INSIDE AND OUT TATE OF S SUBSTRATE BY OTHERS MIN.EDGE DIST. 0*. 4!v-9! SEE TABLE I SEE TABLE I V.- 6'��-41 4 OR 10.-'N c' VERTICAL SECTION (It Jlt ......... 't� SEALANT UNDER SCREW A /ONA�- HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE 4/2712015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 3tl6"ITIN TAPCON - FLANGE CONCRETE(2.0 KSI MIN.) 1-1/81, PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 POF MIN.) 3116'nW TAPCON 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2,85 KSI MIN.) - 3m6,ELCO ULTRACON 1. INSIDE AND OUT I—D"\ HORIZONTAL SECTION PH.941-380-1574 FLANGE HOLLOW or GROUT-FILLED CMU(ASTM 0-90) 3/16"ELCO ULTRACON 1-1/4" 2-112" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: - SIMILAR FOR SILL AND JAMES FOR BOX INSTALLATION OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(Gm0.55) 31161 rIW TAPCON 1-3/8" 7/8" INSTALLATION DE TAILS FLANGE 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3/81 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: TA—TE. FLANGE 16 GAUGE(0.060')MIN,STEEL STUD #10-16 HILTI KW IK-FLEXOR IlW FULL THREAD W16" UP To AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 04/22/15 (33 KSI YIELD MIN) TIEKS SELF-DRILLING SCREW THRU 0.060" •MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED -CFWG—#, REV.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF—TAPPING 1 FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1059 118-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 12.X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6 Florida Building Code Online Page 1 of 2 x z� t yw o <« Florida tfit2llt BCIS Home i Log In ; User Registration Hot Topics(I Submit Surcharge ;Stats&Facts t Publications ;FBC Staff ;BCIS Site Map Links c search Busines ` � % I P�.������ ) �n ..K Product Approval 3'„ USER:Public User Regulation Product Approval Menu>Product or Application Search>Aoollgption List>Application Detail FL# FL17234-R1 - ApplicationType Revision Code Version 2014 Application Status 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 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single H :,--; r, Compliance Method Evaluation apo'�t%pp a Florida Registered Architect or a Licensed Florida Profston`al Fngineer Evaluation rbort- iardcopy Received r Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certificatio Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 14 F) Validation Checklist- eceived Certificate of Independence FL17234 RI COI EvaiRe SH-610, NI).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A4 0-08 2008 ASTM E1300-04 2004 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtV... 7/13/2015 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2015 Date Validated 04/12/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17234.1SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact, 53 1/8"x 76" Limits of Use Installation Instructions Approved for use in HVHZ: No FL17234 R1 II CWS-935A(SH-610,NI),pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: SH-610, Max. size 53 1/8"x 76", Fin, Flange, DP FL17234 RI AE EvaiRep CWS-935A(SH-610, N1).odf +50/-50 PSF. Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes Back Next Contact Us::7940 North Monroe Street 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 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: tOR�ik 5'CcuritystGrsuGS https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtV... 7/13/2015 GENERAL NOTES: . V-WoL4lU/LIU . SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTFMS 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 54 316" 381/4" 3.CONFIGURATIONS:"O/X". FLANGE WIDTH FLANGE WIDTH SEE SHEET 2): 610 PVC 531/8" 37" 4 -NEGATIVE DESIGN DESIGN PRESSURELOADS ATINGBASED ON,TESTED PRESSURE AND SINGLE HUNG MAX UNIT WIDTH MAX UNIT WIDTH GLASS TABLES ASTM E-1300-04. NON-IMPACT 491/16' 3215/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER GLASS DLOGLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. to A F5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o 0 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR Y WOOD ANCHOR CALCULATIONS. } -- -- -- w m 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE u7 SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m Z 771/4" 345/16' 771/4" 345/16" LL O FLANGE B O B GLASS DLO FLANGE O GLASS DLO 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM v 12 HEIGHT I HEIGHT SEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢ z0 I j fr 8.SERIES/MODEL DESIGNATION SH-610. o n~ / ill / w DC 76• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a U 76' MAX / X=OPERABLE SASH,0=FIXED SASH ? w M / 6 UNIT HEIGHT HEIGHT 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR X I s LOCATION. a z 337X4" 6 GLASS DLO MAX " ' 34 GLASS116' 11.EXTE ENDS. N'S WEEP SLOT=1/4 x 1-112"LOCATED 5"FROM BOTH ,,���P!jDRE4y�T���,, SASH SASH +,��GP�.��G E NSF•.�P,r,���r HEIGHT HEIGHT Ll 4 C': NO 58201 C i/ // Lucas A.Turner 2015-04-03 =9 STATE OF A � ' 16:41-04:00 '���� 6 47" D13/16' 4E �`�� GLASS DLO 4915/16"MAX.SASH WIDTH 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX. UNIT EXTERNAL DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE RATING IMPACT RATING ADE 08/09/14 DP CHARTS&GLAZING DETAIL........2 SIZE REINFORCEMENT DWG#: REV.: SECTION VIEWS..................................3 37"x 76" NONE SEE COMPARATIVE ANALYSIS NONE CWS-935 A EXTRUSIONS&B.O.M.........................4 ANCHOR SCHEDULE&NOTES..........5 53-1/8"x 76" 2011 CHART, SHEET 2 NONE SCALE: SHEET INSTALLATION DETAIL.......................6 1:20 1 OF 6 Design Pressures(PSF)with Glass Types A,B,C,or D ��7]��(��vv�j/� Unit Sash Unit Widths(in.) N(ylyt�lL4lU/�• Heights(in.) Height's(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS 35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE. FLORIDA 34474 39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 WWW.CWS.CC 41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1 43 1/2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70.6 610 PVC 47 1/2 23 +50/-75 +50/-75 +50/-75 1 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50/-66.2 51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-65.2 +50/-62.6 SINGLE HUNG 53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-63.6 +50/-61 NON-IMPACT 55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-69.5 +50/-62.1 +50/-59.5 59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57 T' 63 1/2 31 +50/-75 +50/-72.9 +50/-72 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-64.6 +50/-57.3 +50/-54.8 r di 65 1/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 0 0 67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53 } 71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 w m 74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4 U z O 76 37 1/4 +50/-58.5 +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 °�° v (A 0 7 W W a a Lu ¢ a U a. cn a. W 7/8"OVERALL 7/8"OVERALL 7/8°OVERALL 7/8"OVERALL ¢ OZ 1/8'ANNEALED 118"TEMPERED 3/16'ANNEALEDF-3116"TEMPERED aaetitgjAlq/ 5/8"AIRSPACE 5/8"AIR SPACE 1!2°AIR SPACE 1/2°AIR SPACE ,``aa�Pp]DRE6V T(i�pi 118"ANNEALED 1/8°TEMPERED 3/16•ANNEALED 3116°TEMPERED ��GP.'VOE NSF•.�y�i. z No 58201 SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR 46 SIKAFLEX 46 PURFECTGLAZE'H' 46 PURFECT GLAZE"H' 46 PURFECT GLAZE'H' PURFECT GLAZE �9•: STATE OF 5/8°GLASS BITE 5/8"GLASS BITE 5/8"GLASS BITE 5/8'GLASS BITE �w��.n'•,A`� ,Op,.•'�.��� i(C OR� t?P -- -- - sf Collett 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D DESIGN PRESSURE CHART AND GLAZING DETAILS DRAWN BY: DATE: ADE 08/09/14 _MW G#: NOTE: CWS-935 A SCALE: IF SIZE INTENDED IS NOT SHOW N,USE NEXT LARGER SIZE. SHEET 1:1 20F6 WINDOW SYSTEMS 1900SW44THAVE. 4 21 9 3 13 2 OCALA,FLORIDA 34474 WWw.CWS.CC 46 D 3a 610 PVC SINGLE HUNG �� NON-IMPACT �"`� 1 q9 9 8 ——————— SECTION B-B NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, v Z RIGHT SIDE SHOWS SASH SECTION VIEW. LL 0 26 ¢ 0W W F: 0 Lu W 0 'z AD 25 REw 4�ci 6 23 16 20 NO EXTERNAL REINFORCEMENT Z z No 58201 ON 37"UNIT WIDTHS AND UNDER. 31 ......... E-1 4/3/2015 1 16 LUCAS A.TURNER,P.E. FL PE#58201 3 Q a 1239 JABARA AVE. 3 1 NORTH PORT,FIL 34288 8 PH.941-380-1574 SHEET—DESCRIPTION: SECTION C-C SECTION VIEWS SECTION A-A ALTERNATE FIN FRAME DRAWN_BY. VA—TE'. AIDE 08/09/14 -ffw G—#. REV.: - CWS-935 A NOTE:ITEMS NOT SHOWN FOR CLARITY'38-41 —W-Arff.—__Siil]EIET 1:2 ITEM PART DESCRIPTION MATERIAL VENDOR FRAME CORNER CONSTRUCTION 1 H-5125 HEAD OUTERFRAME PVC ATN 2 H-6125 JAMBS OUTERFRAME PVC ATN 37/16" -j SYSTEMS 3112' ^-{ 3 H-6126 SI OUTERFRAME PVC ATN ❑ I WINDOW 4 H-6132 SASH SIDE RAIL PVC ATN 3 OCA A, 44THHAVE. A 5 H-6136 SASH BOTTOM RAIL PVC ATN ❑ 1 2 FLORIDA 34474 ❑�� WWW.www.cws.cc 6 H-6137 FIXED MEETING RAIL PVC ATN 7 H-6138 SASH TOP RAIL PVC ATN 1/16° 8 S-6141 GLAZING BEAD PVC ATN 3 9/16' p 3 7/8' r7a� CORNER WELD (ALL SIDES) 610 PVC 9 5-6142 SASH STOP PVC ATN u pp SINGLE HUNG 10 S-6143 SCREEN ADAPTOR PVC ATN p 11 P-5085 WSTP,QLON BULB VINYL AMESBURY NON-IMPACT 12 P-5086 WSTP QLON BULB VINYL AMESBURY 13 BALANCERS-CONSTANT FORCE RT CALDW ELL L— 14 P-5392 SASH TILT LATCH NYLON CALDWELL FRAME HEAD&JAMB—H-6125 FRAME SILL H-6126 r FW-- 15 P-5393 PIVOTCARRIER NYLON CALDWELL o O 16 P-5396 PIVOT BAR SS CALDWELL 17 P-3515#8x5/8 PHIL FLAT WHITE SMS STEEL FASTENAL 5/16• W m 3/4' FIXED MEETING RAIL 18 P-4146#8 X 3/4 PHIL FLAT tek STEEL FASTENAL 8 5/16" 1 318"---{ SCREWED TOGETHER WITH 19 P-3028 SETTING BLOCK RUBBER FRANK LOWE -� 10 OUTERFRAME co 15116" .050" 9 518• o Z 20 S-2001 INTERLOCK RAIL ALUM ASCEND 1 L 1116° 1.8 co O 21 S-2006 REI NF,SASH SIDE RAI L HD ALUM ASCEND J- .074' o fA 22 S-2007 REINF,BOTTOM RAIL ALUM ASCEND GLAZING BEADS-6141 a Z W SASH STOP S-6138 SCREEN ADAPTORS-6143 ¢ p � 23 S-2008 REINF FMR ALUM ASCEND Lu H 24 5-2009 REINF TOP RAIL ALUM ASCEND w cr 25 S-2011 REINF EXTERNAL ALUM ASCEND 1 7/16" 111116" < U 26 P-5388 LOCKS NYLON LAWRENCE 17/16" 21/8"� D 6 7 C) 27 P-5389 KEEPERS NYLON LAWRENCE 4 D .- 28 P-4779 WEEP COVER NYLON M&M I 5 ¢ Z 1 7/16" 17116" 1 7/8 1 7/16" 1/16° 29 P-5397 FMR ENDCAP NYLON M&M 1/1fi' 1/16, 1/16' I 31 P-5400.HOTMEL MR REINF. SILPCONE VC � USFAL .AM PLASTICSi� .``y PZIOREW rTv++++ 32 P-3305WSTP..270X187SOFTT000HFIN ULTRAFAB SIDERAIL_H-6132 SASH BTM RAIL_H-6136 SASH FMR_H-6137 SASH TOP RAIL_H-6138 .`VP;•��GENSF.,�P,�+,� 33 P-5425 WSTP.200 X 5/8"X 5/9"DUST PLUG ULTRAFAB No 58201 34 P-5390 HOLE PLUG I NYLON 35 GLASS SEE SHEET2 1 3/16" 36 P-4638#8X2-1/2 PHI LTRUSS tek STEEL FASTENAL 9116" 13/16"y ��� STATE OF 9/16• 9/16° 37 P-3218 SCREEN FRAME ALUM FLA SCREEN 3 =JT24 �i+,p•.,k 38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN Fe.OFl ` 39 P-3228 SCREEN SPLINE DAPA 1/16• 1/16" 1116' '++++SS�ONA; 40 P-3029 SCREEN LIFTS SUMMIT REINF.BTM RAIL S-2007 REINF.FMR S-2008 REINF.TOP RAILS-2009 41 P-3033 SCREEN SPRINGS FLASCREEN Z 7-- 4/3/201 4/3/201 3/4" 9/16" 1 3/16 3/8" LUCAS A.TURNER,P.E. 20 5 39FIL A#RA AVE.0113Fidoso" .1 7!a" 1!e• 1239 JABARA A LRT' It NORTH PORT,FL 34288 '-1/16 PH.941-380-1574 INTERLOCK S-2001 REINF.SSR HD—S-2006 REINF.EXTERNALS-2011 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: ADE 08/09/14 DWG#: REV.: CWS-935 A SCALE: SHEET 12 40F6 ��n��® • 6"MAX.(TYP.) MIDPOINT 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 6"MAX'(TYP') WINDOW SYSTEMS MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.)') WI I I I SEE NOTE 2 6'MAX.(TYP.) SEE NOTE 2 WI SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC MAX.O.C. 610 PVC Q (TYP.) 14112' 141/2. Q Q SINGLE HUNG MAX.O.C. MAX.O.C. NON-IMPACT (NP-) 1 (TYP.) 1 INSTALLATION INSTALLATION n 6i ANCHORS C YP.) ANCHORS 0YP.) z !- 3"(TYp.) 3"(TYP.) o O 3"(TYP.) v v 3"(TYP.) /� INSTALLATION ANCHORS(TYP.) W D}D 4 4 4 In LD a � cc ANCHOR LAYOUT-(FLANGE)" ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) a O LD OVER 37'UNITWIDTH ALL SIZES 37'UNIT WIDTH AND UNDER Cl [NO SILL ANCHORS REQUIRED) [NO SILL ANCHORS REQUIRED) / Q U O w a w ¢ O ,%%%PNOREVV f jG,��, 9 STATE OF . J� NOTES: '.00R o' �4,� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ""',s�O(�A G ��,,, 1141F, 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 11 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z7— 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3/2015 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 LUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 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, 34288 PH.941-380-1-1 574 SPECIFIED IN TABLE 1,SHEET 6. 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-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL 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: B.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. ADE 08/09/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWr.n: 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-935 A FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:25 5OF6 MIN.EMBEDMENT SUBSTRATE ��® •J.�,�G TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS MIN.EDGE DIST. OCA A, LTH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 1/4'MAX.SHIM W W W.CWS.CC SUBSTRATE BY OTHERS 0 MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT o 610 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 1 SINGLE HUNG INSIDE AND OUT p �(' MIN.EMBEDMENT SEALANT BEHIND L E]❑ SEE TABLE 1 NON-IMPACT FLANGE BY INSTALLER �❑ � 1/4'MAX.SHIM �❑a Ltoe PERIMETER SEALANT r F ch Q PERIMETER SEALANT BYINSTALLER INSIDE AND OUT o O BYINSTALLER Y INSIDE AND OUT INSTALLATION ANCHOR ;_i; Y SEALANT BEHIND SEE TABLE i W m FLANGE BY INSTALLER SEALANT BEHIND co INSTALLATION ANCHOR - FIN BY INSTALLER m O �E3 HORIZONTAL SECTION C HORIZONTAL SECTION SEE TABLE 1 6 TYPICAL FIN ANCHORAGE 6 TYPICAL JAMB ANCHORAGE o HEAD AND SILL SIMILAR FOR FIN INSTALLATIONw ZO 1 j cc APOI"N OUS DBL 1/4'BEAD OF SEALANT a d PERIMETER @ ALL INDICATED w ETWEEN FRAME AND SUBSTRATE r U CC LER p w 1/4'MAX.SHIM Z SEALANT BEHIND FLANGE BY INSTALLE �PpjDREW TIPERIMETER SEALANT V •�`OENBYINSTALLERNo 58201INSIDE AND OUT SUBSTRATE BY OTHER *' SEE TABLE 1 A VERTICAL SECTION '. STATE OF '��= 6 TYPICAL SILL ANCHORAGE �•`OA'•.�' NO SILL ANCHORS REQUIRED ��i CC' fl•• 4/3/2015 TABLE 1:APPROVED INSTALLATION FASTENERS �( FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. Lc LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"fRN TAPCON 1" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1^ 1' INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" s BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HIL71 KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 08/09/14 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 A 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6