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HomeMy WebLinkAboutProduct Approval (2) IW/201ff Florida Building Code Online r 12 SCIS Home I Log In User Registration Hot Topics Submit Surcharge tt Stats&Facts Publications Contact Us I BCIS Site Ma I i P g 1 1 [ p $ Links � Search Product Approval ' :USER:Public User � /30 ^ py Product Apl2royal Menu>Product or ARolication Search>Application List>Application Detail FL# FL13010-R7 Application Type Revision Code Version 2017 Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900S Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 RECEIVED jlathrop@cws.cc Quality Assurance Representative Jay Lathrop DEC 0 7 2018 Address/Phone/Email 1900 SW 44th Ave. ST. Lucie County, Pe lmnitting Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE 1 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.5.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkba5fNaQ0%2fFFsngYA7ZKpPllQ%3d°/a3d 1/3 -12/7/201 IS Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 08/27/2018 Date Validated 08/27/2018 Date Pending FBC Approval Date Approved 09/06/2018 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-1357.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-1362.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-562.129f Design Pressure: N/A Quality Assurance Contract Expiration Date Other:PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions up to 30ft above grade. Glass complies to ASTM E1300-04. FL_1.3010 R7 II CWS-433D.p ff Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE Eva IReoort433D.p-df Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CACAR 138-261 2.pd Approved for use outside HVHZ:Yes FL13010 R7 C CACAR 8-705 .pd Impact Resistant:Yes FL13010 R7 C CAC CAR 138-706e2.pff Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other:Large Missile,Dp = +/- 67.5 psf,Max.size 74 1/8"x 08/12/2019 72".Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions complies to ASTM E1300-04. FL13010 R7 II CWS-510C.pd Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvalReport510C.12d Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-258e2.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-481e2.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2019 Impact.Glass complies to ASTM E1300-04. Installation Instructions FL13010 R7 II CWS-373C.pd Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE Eval Repo rt373 C.p-df Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72" unit size-DP55,or 72"x 76"unit size-DP67.5(DP65 outside HVHZ) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-1093.p_df Approved for use side HVHZ:Yes FL13010 R7 C CACAR 138-1320 .pd Impact Resistan •-Yes FL13010 R7 C CAC CAR 138-250.pff Design Pressure: FL13010 R7 C CAC CAR 138-274e2.pdf Other:Sizes up to 48"x 72"unit size at design pressures of FL13010 R7 C CAC CAR 138-457.pdf +/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010 R7 C CAC CAR 138-465.12d pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R7 C CAC CAR 138-534.p ff HVHZ,with max.glass daylight sizes as shown In CWS-159E FL13010 R7 C CAC CAR 138-730e2.Wff Glass complies to ASTM E1300-04. FL13010 R7 C CAC CAR 138-739e2.p�lf Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010 R7 II CWS-159E.pdf Verified By: Lucas A.Turner,P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports https://www.flofldabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkba5fNaQ0%2fFFsngYA7ZKpPlIQ%3d%3d 2/3 "12/7/2018 Florida Building Code Online FL13010 R7 AE EvalReoort159E.12d l Created by Independent Third Party:Yes Back Ncsct Contact Us;;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1624 The State of Florida is an AA/EEO employer.-Qgyl(ght 2007-2013 State of Florida.::Privacy Statement::Accessibiliri 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 650.487.1395.*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: M F9181 FtEim ..................._................................................................ ................. ............................................ ..................................................................................... .._............................_....-.-. Safi ::;, https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEbBFEH60Vrs5wFsWUkba5fNaQ0%2fFFsngYA7ZKpPIIQ%3d%3d 3/3 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: C ®II�l 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTENS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWWCWS.CC 49114" 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC 48" 72" 3.CONFIGURATIONS:"0".ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 45118" 691/8' 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. _—————— —— -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ - Z O INFILTRATION TEST PRESSURE AND GLASS TABLES Z w-jo ¢w-w I I I I ASTM E-1300-04eO1109. w z 0 Z LL -- -- -- 771/4" I I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED Z Z x 2¢w w p O I MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR O O I--013¢a=F-� OVERALL U U Cn~ I-m D- 731/4" I I FLANGE I I DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD p Z-'o z Z F-Z)y MAX.OVERALL B I I B HEIGHT I I ANCHOR CALCULATIONS. Q z 0 In W O=O? HEIGHT I I I I I 6 PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q ? O I I 76" I I o❑F r 72" I O I Ucl NIT I O I 7.ALL FRAMES ARE FULLY WELDED. ii z X. =a o-1 U)F- MAX. I I HEIGHT I I 0: w �w O wEn- 0_x > UNIT 8.SERIES/MODEL DESIGNATION PW-8300. a D. w 3'ww HEIGHT I I I Ia. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I I I 731/8" I I yygUfi\\ry 69 GLASS I I B DLO GLASS I I O=FIXED SASH. �� T .�r Ar DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR O LOCATION. *,�� I I e I I l e I I 'a- I S.W. STATE OF J&4W� 6 ��rttf��yyyy\��ry H ................ ................ 9/22/2017 LucasTurner LUCAS A.TURNER,P.E. FL PE#58201 2017=09-22 1239 JABARA AVE. NORTH PORT,FL 34288 11:45-04:00 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 ANY ,4,5"X 72" +/-55 PSF ADE 05105/07 GLAZING DETAILS.................................3 DWG REV.: EXTRUSECTISIONS ..O...............................4 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT EXTRUSIONS 8 B.O.M........................6-7 72"X 76" CWS-159 E ANCHOR SCHEDULE L NOTES...........-7 HVHZ 67.5 PSF SCALE: INSTALLATION DETAILS.......................8 SHEET 1.20 1 OF 8 WINDOW ®� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC C> PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") QZ� FULL CIRCLE Z w W o <rzo6 TOMBSTONE w z O z o ~ o rw� -�Mx Z Zx2QwwpO 7d. Z-'�ZI-DU)OZOC6 no- W O u_ �Q �FOZ rQ of Z U1 �++ ODLL a)C3 W M W a ?=a Ir0�ccnn O wF0 CLm IL D_ iia iin sAgul 0sulrgt 1/2 CIRCLE .��aJ;' --G6V{ j�p v; ko 59201 OCTAGON I101t ;LYS TRAPEZOID 131s STATE OF ��✓� gifts NOTES: ✓J 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. ..�.`.. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. FLPE01 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF A#RA AVE.123399 RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,PORT, A FL 34288 4.ANCHOR SPACING FOR ARCH ITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: _ ADE 05/05/07 WOft R .. CWS-159 E SCALE: SHEET 1:1 2 OF 8 WINDOW SYSTEPIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT K �: azo wo r�wo w z 00 z 2 z W o F-w� O�gx Z zx2awwp0 1"OVERALL 1"OVERALL O O c O as F in as rp Z 3/16"ANNEALED or TEMPERED 3/16"HEAT STRENGTH or TEMPERED Zd O Z V( /j Z 7 U U 1/2"AIRSPACE 3/8"AIRSPACE 'S 0y W P?O Z 5118°LAMINATED 7/16"LAW GLASS a ~} O LL zr2w�O-1rnF W Lu 1/8"ANNEALED 3/16"HEAT STRENGTH D =D_ m 0—;2 090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER 2 =~w w 3 w 1/8"ANNEALED 3/16"HEAT STRENGTH `vitip' EWyts QUANEX DURASEAL `AN R8 IG SPACER 6 PURFECT GLAZE"H" pUANEX DURASEAL g PURFECT GLAZE"H" �� {tiG£R�g•,�¢:�'M SIKAFLEX 552 IG SPACER SIKAFLEX 552 S"4 aY: .ak 10 1/2"GLASS BITE t0 11 1/2"GLASS BITE qM. Ary .,, s STATE OF R� (� Q GLASS TYPE A GLASS TYPE B 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAXSIZE DRAWN BY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07 DP+/-55 A 48 X72 ° °"` " CWS-159 E DP +/-67.5 B 72 X76 SCALE: SHEET 1:1 3 OF 8 3 4 (%siL4®UU(Y WINDOW SY5ILNS LL��%% 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC INTERIOR 7 s s s 9 s 8300 PVC PICTURE WINDOW o B e IMPACT 7 7 1 Q Z �: QZ�; a O ~ p W 0 ¢W w D 10 Z W J D Z V WZ O Z X--=L: o Qm�yOw�:m LL Z Z=�QXWoo U 01--06 =I..x 11 w _ Z F co a. 8 9 0 Z-0-ZtDfl1 SECTION VIEW B-B O Z v W Z O V U LL Z 10 11 11 10 Q K�OV~Z O��aiowu�—iw K 0-=~of omw a.X: D_ F_ D. of a. INTERIOR N.%vj&TRE' !Af, .v: Na 59201 �S i'p L STATE 4F 'W txU.� 11 8 9 NttQlllfflt��'� ...:........... 10 ...Z.54, 2 �� ❑�� a E O Q LUCASA.TURNER, U NFL PE#58201 P.E. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DVVG b: REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION ((sUL4® ITEM PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYSTEMS 1 H-60068 FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-60068 FRAME, PW, MAIN, SILL MIKRON PVC WWW.CWS.CC 3 H-60068 FRAME, PW, MAIN, L.JAMB MIKRON PVC 4 H-60068 FRAME, PW, MAIN, R.JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H",SIKAFLEX552 HENKEL/SIKA SILICONE ¢ z W06 9 P-3752 CAP PLUG, 1/2"HOLE M&M SILICONE z w o ¢ q w w ZOZ � ��� 10 1 S-606 IGLZ BE., FXD. (1" O.A. I.G.) I MIKRON I PVC z w�z°w� 11 GLASS SEE SHEETS Z Z=2¢=wo0 O �cn�vaPma yZ Zq0 00n-Z7U� 31/8" 31/8° >. Q�wW0=0Z 1- �O W �"w}OW<nW D D z�Lu O (nF 1 2 3 4 5 p w1=w a=x� all (L D. =3w 211116" 1/16' g;ytH>argr►! NN -DREW 2718 ?�: No 58201 it �ro5 llt ^�,w N'9•. STATE dF W C I 1 112" iOw"..".a PVC FRAME FLANGE-H-60068 'ii`�&1�R fr°rrdNd PVC FRAME FIN-H-6006A .XX Ila" 9/22/2017 LUCAS A.TURNER,P.E. 1/2' 3" FL PE#58201 7/8' 10 1 JABARA AVE. .11l 3/16" 8 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 OWGM REV.: CWS-159 E SCALE: SHEET 1:1 5 OF 8 14'MAX.O.C.(TYP.) (( ®UUCI•p l"II`-Ij 6"MAX.(TYP.) SEE NOTE 2 4MAX.(TYP.) 8"MAX.O.C.(fYP.) SEE NOTE 2 WINDOW SYS 4'-MAX.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 ---------- ---------- WWW.CWS.CC I I I I I I I 8300 PVC I I anAxo.c. I I PICTURE WINDOW INSTALLATION �P•) I I INSTALLATION J IMPACT MAX O.C. I i ANCHOR(TYP.) ANCHOR(TYP.) FYP') I I I I < owo woo I O I I O I w zoz ��-?Iw I I I I o �w�z03�= ZI z=2Qw I I I O O�Od<X'jX I I I I U UyH Pena II II II II >d 1 oC : -- Zu-20uz> - ¢30w-=a- 2= >F-�F z OAF-}7�2UU- U I I I I w u-DLu 0�v�l I I I I 0 wt=-0 w=ow ---------- ---------- w 0_ =}'a a. tAtgtlgtrl ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) `#%�tSDREW DP+/-55 PSF DP+/_55 PSF i�0 i STATE 4F NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 8. 9/22/2017 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. FLPE 8201 BE PROTECTED TO PREVENT REACTION. # A 123399 JABARA AVE.A 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 8. 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. ANCHOR SCHEDULE$ INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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. DWG N: REV.: SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTERIOR DOORS) 1:20 6 OF 8 WIN�� 4"MAX.(TYP.)-ITT e"MAX.O.C.(TYP.) 1900 SW 44TH AVE. IIIlllllllll�����//////111111 6°MAX.(TYP.) 7 5/8'MAX.O.C.(TYP.) SEE NOTE 2 4"MAX,(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6"MAY.(TYP.) WWW.CWS.CC I I I I 8300 PVC I I I I 6" PICTURE WINDOW I I I 75/6" I I MAX O.C. I I IMPACT MAX 0(TYP-) .c. I I (TYP-) I I I I I I Fowo azo I I I I z W-jo ¢Wzw W zoz w-?� INSTALLATIONIINSTALLATION LL HANCHOR(TYP.) ANCHOR(TYP.) w1 O Z Z 2 Z=�¢XWOO I I I I U ()mF-zaP I I I I ch a- 0 Z-0 z 5� Q 0 z o w z LL ZEo U I I I I �3oWo ZZ I I I I r ooaiOWv�W I I I I a 111 �o co ai I I I I a ~ af ° ---------------- ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) „v: Na 53201 sAf DP 65 PSF OP 65 PSF NOTES: f+y+1411111% ������. 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES.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 y 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 8. 9/22/2017 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 RAA 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,FL 34268 SPECIFIED IN TABLE 1,SHEET 8. 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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. DWcn: —REV— SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE. SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE I\�✓/I BY OTHERS WINDOW SYST$P9S 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 SEE OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 1/4'MAX.SHIM SEE TABLE 1 W WW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 M N.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 PICTURE WINDOW INSIDE AND OUT SEE TMBEDMENT IMPACT E I SEALANT BEHIND C� FLANGE 8Y INSTALLER 1/4•MAX,SHIM O U JQ Z Q Z LJ PERIMETER SEALANT Z W W Op Q W O W ❑ PERIMETER SEALANT a BY INSTALLER W Z O Z X Z-I_ BY INSTALLER INSIDE AND OUT 0 F W Z O m INSIDE AND OUT INSTALLATION ANCHOR Z F-W Q lr W Q j SEALANT BEHIND SEE TABLE 1 O O 1-0,3 Q=F. FLANGE BY INSTALLER SEALANT BEHIND U U U y Z 0-P(n IL INSTALLATION ANCHOR / FIN BY INSTALLER Z 0 Z O W Z O V- SEE TABLE 1 8 HORIZONTAL SECTION / C� HORIZONTAL SECTION ¢ {_- M O Li U TYPICAL FIN } Q¢:¢WWOSOZ TYPICAL JAMB ANCHORAGE 8 HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q It O Q O}8?�O' �W�OJ ZCQF D 0 =~W W mac» L a �3d 1/4"MAX.SHIM 4� tJR� tr�Il SEALANT BEHIND ,Q`4 jjt,21 R W FLANGE BY INSTALLER C� �� �,\O£�sfi'•'S1.f,.% v rr No 582Qi PERIMETER SEALANT BY INSTALLER M:lNEMBEDMENT ABLE I Z.V. STATE OF 1W+ INSIDE AND OUT "'ro �ti SUBSTRATE BY OTHERS '�'©'F •.0 R.O Ta�i4` SEE TABLE 1 MIN.EDGE DIST. '�'l�l11 f SEE TABLE 1 SEALANT UNDER SCREW (�A1 VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE .`z TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#RNE 58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"INV TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITVV TAPCON 1" 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 �D1 SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTMC490) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"I1W TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR 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: II FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR W FULL THREAD 7/16UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 ING (33 KSI YIELD MIN) #10 G SELF 5 SELF-TAPPING SCREW THRU 0REA MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED o c R .: 1/8"ALUM.(33 KSI MIN.)OR DRI GRADE 5 SELF TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E FLANGE 7/1g" 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 8 OF 8 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E September 7,2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159E,signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3954-01 and-1A, and NCTL-210-3955-01 and-lA, from National Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E, with Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade NOA 14-0916.11'in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.02'in DP55 units • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade NOA 17-0206.10t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 66'Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will l acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. t�t�����rt•l�s��+"i 0A.- Lucas Lucas Turner 2017-09-16 9/07/2017 07:24+20:00 SVI, STATrz Off` 40 Lucas A. Turner, P.E. p.�• ; FL PE#58201 M Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Page: 1 or: 1 " T Certification ...:..C' F29'AP'ACR►T!C'itvEy.:(ti!Cti..; ....: .'::............. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1093.0 Issue Date: 6/16/2014 Revision Date: 2/28/2018 Expiration Date: 4/29/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Fin/Flange Frame PVC Imp Fixed 1900 SW 44th Avenue Operator Type: FW' Ocala FL 34474 Config: No, GS-7/16" HS Lami IG Max Width: 72 Max Height: 76 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG65 1829x1930 (72x76)-Type FW WTP=15.0 Qualifying Test Information: Test Report No: NCTL-210-3954/55-01 Test Report Expiration: 4/29/2021 Authorized Signature: Keystone Certifications, Inc. 20 1 8.02.28 145 Limekiln Rd. Suite 1008 New Cumberland, Pennsylvania 17070 07:02:56 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM Document Title: Doc No: FRM B1-02 Rev No: 7 Page: 1 Or: Structural Performance CQax�r�ecnrtcr»s�z,.tty�c.;:::: Certification Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 138 - 1320.0 Issue Date: 12/11/2014 Revision Date: 5/31/2018 Expiration Date: 9/23/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified'at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 PVC Fin/Flange Impact Fixed 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-7/16" HS Lami IG Max Width: 72 Max Height: 76 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +/67.5, 72x76 Qualifying Test Information: Test Report No: NCTL-210-3954/3955-1A Test Report Expiration: 9/23/2021 Authorized Signature: O Keystone Certifications, Inc. 201 8.05.31 145 Limekiln Rd. Suite 1008 New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 11 :14:02 -04'00 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM a Document Title: Doc No: FRM B1-02 x=. ri Rev No: 7 Page: 1 Of. 1 0 Structural Performance Certification --- - I Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 138 - 250.0 Issue Date: 6/24/2008 Revision Date: 4/30/2018 Expiration Date: 5/12/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Vinyl Impact Fixed 1900 SW 44th Avenue Operator Type: Ocala FL 34474 Config: No, GS - 15/32" Lami IG Max Width: 72 Max Height: 76 Referenced Standard: Product Rating: ASTM E1886/E1996-05 Missle Level D, Wind Zone 4, DP +/- 67.5, 72x76 Qualifying Test Information: Test Report No: NCTL-210-3530-1A&-2A Test Report Expiration: 5/12/2021 Authorized Signature: Keystone Certifications, Inc. 2018.04.30 145 Limekiln Rd. Suite 1008 New Cumberland, Pennsylvania 17070 12:36:58 -04'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM Docunent Title: Doc No: FRM 81.43 Impact Performance Rev No: 4 Pace: 1 of: 1 IKSYS'TONkf CSRi9�►ICATONj6.iNG. . Certification 111��ff�f Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 138 - 274 Issue Date: 8/29/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 PVC Fin/Flange Frame Impact Fixed 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16"Ann Lami IG Max Width: 48 Max Height: 72 Corresponding Structural CARs: 138-730.0 Referenced Standard: Product Rating: ASTM E1886/E1996-05 Missile Level D, Wind Zone 4, DP +/-55, 48x72 Qualifying Test Information: Test Report No: NCTL-210-3672-1A/2A Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. k'. 564 Old York Road, Suite 5 2015................ 11 16 ... Etters, Pennsylvania 17319 Phone: 717-932-8500 ................. ` ..31 .05 -05'00' Fax: 717-932-8501 .............................................................. W W W.KEYS'rONECERTS.COM