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HomeMy WebLinkAboutUntitledProduct Approval (3) Florida Building Code Online C,-i Log In User Registration Hot TOPICS BCIS Home Submit Surcharge Stats&Facts Publications E contact us j SCIS Site Map Links Search d F.Wida 0, 21, Product Approval ,USER:Public User Florida r P 15 a Product Arrnroyal Menu>Application Detail FILE -Al FL# FL13010-R8 A ,Mn Application Type Revision Code Version 2017 Application Status Approved pprove y DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. A Comments c 3r Archived -CEIVED ra 13 S Product Manufacturer Custom WindowSystems Inc. JUN 04 2019 Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 ST. Lucie County, Permitting (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc M51 Technical Representative Jay Lathrop 4`4i aAAddress/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop nrt Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc "2 C�4 Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing' Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE S Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year zk AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards https://floridabididing.orgiprlpr_app_dtl.aspx?param=wGEVXQwtDqvQEb8FEH60Vrs5ivFsWUkbapmdq74baIE3UTeOrPdqGVNY%3d*/o3d[5/2/20191:34:51PNI] i Florida Building Code Online Certified By z. Product Approval Method Method 1 Option A Date Submitted 04/08/2019 Date Validated 04/09/2019 Date Pending FBC Approval 04/15/2019 Date Approved 04/19/2019 �s Summary of,.Products :- r ,; _- _ `lam '.__ R - FL•.# Model Nu"e'r`or,Name Description ' r 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R8 C GAC CAR 138-1357.pdf Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-1362. d}Zdf ` Impact Resistant:Yes FL13010 R8 C CAC CAR 138-562 df P � Design Pressure: N/A Quality Assurance Contract Expiration Date s 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. FL13010 R8 II CWS-433D.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third-Party: No Evaluation Reports ' FL13010 R8 AE EvalReport433D.pdf - Created by Independent Third Party:Yes 186i'0'2 PW-8150 PV,C"Fixed Window*° P"W-8150:PVC Fig/F1n F'ized Window,Continuous Head&Sill., - Limits of<Use Certification Agency,C,grtificate Approved for use in HVHZ9 Yes F'" O 0'R8`- A AR 8- 6 pdf Approved for use outside HVHZ:,Yes FL13010 R8 C CAC CAR 138-7b--;e2 Impact Resistant:Yes EL13010 R8 C CAC, AR t 38-706 -.pdf Design-Pressure°+67.5/-67 5 ; Quality,Assurance Contract Expiration Date a ¢ =1Otl ee Car'ge Mlssi1' Dp +% 67.5 psf, Max.size 74",i/8"'x 72'.,Outer lite must,be safety glass above 30,ft In HVHZ Glass.f Installation Instructions complies to ASTM E1300 04.E FL13010:R8 II CWS,"IOC•p lc f r Veriflied,By: Lucas A.TuYner,58201 Created by Independent Third Party.No' Evaluation Reports a FL13010`R8 AE EvalRecort510C dmf = 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 R8 C CAC CAR 138-258.pdf ' Z Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-481.pdf Impact Resistant:Yes FL13010 R8 C CAC CAR 138-482.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date _ sLL Other:PW-8300, 120".x 48", DP= +J-70 psf. Large Missile 04/09/2022 a � Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R8 II CWS-373C.pdf Verified By: Lucas A.Turner, P.E. FL'PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R8 AE EvalReport373C.pdf Created by Independent Third Party:Yes 13010.4 , PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missild Impact,48"x 72" s - - - r , unit size 55,or 72 :x 76 unit size -DP67.5 DP65"outside , i �txr HVHZ)- _ Limits of Use Certification.Agency Certificate A roved for use in HVHZ:;Yes F 01 RS=C pp 118 _0 �•C'AR 138-1�093odf", w i n Pressure• N A" " Approve d or use outside;HVHZ Yes FL13010 R8'CS CAC CAR 138-1'320 e2.' Impact Re_sistant:-Yes - FL1301-0 R8 C CAC CAR 138-250 J�df Des g / FL13010-R8 G CAC CAR 438-274e2 Odf xl Other Sizes up to 48"x 72 unit size at design pressures of FL13010 R8 C CAC GAR 1'18 457 hrif https://Doridabtiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbapmdg74baIE.UTeOrPdgGViv%3d°b3d[5/2/2019 1:34:51 PM] Florida Building Code Online or In sizesyup to 72 x,76unit size at design FL13010 R8 C CAC CAR 138 465 pdf VN pressures,of.;+/ 67 5=psf,in HVHZ or.„+/ 65 psf,o tslde?the, ,. F[13010 RB-+C CACwCAR 138-534 pdf” . HVHZ;,with max.glass',day[idht slzes.`as shown rn CWS"159E FL130"0 R8'CAC S AR 138-730e2odf a: Glass complies to ASTM E1300"04. F 1 j0i0 R8 C CA(f:CAR i38-739e2.ndf Quality-Assurance Contract Expiration Date 03/16/2020 •" Installation Instructions -R8LCWS - 59E.pdf-FL13010 I Verified By:°,Lucas A Turner;'P:E FL PE#58201 Created by Independent Third Party No zap art y, v'i `�a Evaluation Reports , FL13010 R8 AE EvafReportlS9E pdf � Created by Independent Third Party.Yes :. C `�.� - �, as i� Contact Us;;2601 Blair Stone Road.Tallahassee FL 32399 Phone;BSO-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement * �1Under 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 mall 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 dick here. Product Approval Accepts: '4 ,�•. x., eChisc Credit Card' ` Safe G https://floridabtiilding.orbpr/pr_app_dtl.aspx?param=wGEVXQwtDgiQEb8FEH6OVrs5wFs"Mbapmdg74baIE3UTeOrPdgGVw°/a3d°o3d[512i20191:34:51 Plvt] 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 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6"' 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-IA, from National Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM El 886-05,ASTM E1996-05/09 and TAS 201,202,20' 1994(TAS reports 3954-1A and 3955-1 A 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 fl of grade • Requires glazing as shown in CWS-159E, with Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade NOA 14-0916.11 t in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 in DP55 units • Requires Quanex (Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.101 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6"'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 I 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. "0'$'0111 trill 9/07/2017 s ` TATE OF ,'" Lucas A. Turner, P.E. 6 �E �,;''', FL PE#58201 sir*e'� Q R i , rt'' ©rNsAs-'S���, DocunentTitle: Doc No: FIRM B1-02 Structural Performance ReVNo: ' Page 1 ot: 1 kSYSTONki Certification pCERTIPCAT/ONrS.INC. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 739.0 Issue Date: 10/28/2010 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 walVroof 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 Fixed with Fin or Flange 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16"Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +/-55.0, 48x72 O Qualifying Test Information: Test Report No: NCTL-210-3672-1 &-2 Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTO N EC ERTS.C O M PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED \`�17RyAYlYI!!i (1111 Jj TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINCOW SYSTEMS LTJ j 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. WWW.CWS.CC 491/4" 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERA NGE 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. 451/8' 69 1/8" 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. Q z ¢z -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER – owO INFILTRATION TEST PRESSURE AND GLASS TABLES z w-j o ¢ z w I I I I ASTM E-1300-04e01/09, w z 0 z o I I to o rw�zI-�2x 771/4' S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED O O t=O¢¢w O O MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR O U In 0 Ud!I N 6� 73 114" I I OVVE�EL I I ADETAILS. WINDLOAD NCHOR CALCULAT ONURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O O O z Z�U U) MAX. I I HEIGHT I I Q –?O} O ZOVERALL OZa. FLANGE 6 APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT QyOw–=O_ O ?tO'6HEIGHT I REQUIRED. i 76" i i a 7I I I UNIT I O I a. =E�ixO�d1 O MAX 7.ALL FRAMES ARE FULLY WELDED. 2 z U)w 0�(A I— MAX. I I HEIGHT I I O w F w IZ W� UNIT I I I I 8.SERIES/MODEL DESIGNATION PW-8300. a hz- a HEIGHT a 731/8" I I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: "Itillslll" 691/8' GLASS 0=FIXED SASH.DLO ,`��%`� Rr=vv Ifo, ii GLASS I ` •" DLO I 8 i I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �`�f} �r E/Sc^^'`.�4 C I LOCATION. '5� No SS201 I I I g I '.�O., STATE OF iL e A � �ONA; ,Li`�� 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIP'(ION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 I PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2ANY 48��X 72�� +/-55 PSF ADE 05/05/07 GLAZING DETAILS.................................3 SECTION VIEWS....................................4 +- LARGE MISSILE IMPACT -w REV.: EXTRUSIONS&B.O.M...........................5 72"X 76" CWS-159 E ANCHOR SCHEDULE&NOTES.........6-7 HVHZ +/-67.5 PSF SCALE: INSTALLATION DETAILS.......................8 - SHEET 1:20 1 OF 8 — / WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA U474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") _ a z �: az0 FULL CI CLEz w w o W W o o TOMBSTONE W z O z �m Z t ❑ ¢cn�>-o lr�m auio=z z22 � O OF-06<<=,T z p �Z�jUtJ7 Q F-LL20 U-Z <z-OFFII--O. W 00 D:to=W o W Q. z 0- wo`nl-- i a F-r m C�W� a I `*��utuhfpr 112 CIRCLE0 ( ;�G`�5 .... c2'6"' 56231 •;1� �____.__..,.- ........... OCTAGON -___...._ TRAPEZOID: STATE OF .O . y. •'4��$` ,,l p p l t3 F '�..6ti0ivast % NOTES: yy 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. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL A#58201 BARRECTANGULAR WINDOWS ON SHEET 1. 1239 PORT,FL 334AVE. NORTH PORT, 4288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: 1/4 CIRCLE SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DW REV.: CWS-159 E SCALE: SHEET 1:1 2 OF 8 • WINDOW SYSTENS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT az 3 azo F 0,0w-ja (0wop o zWz }o2m U. I--w�zr3�x z zxmaaWp0 1 O O F-O U a=F,D_ .OVERALL 1'OVERALL U U u)h Z a F-u)a. 3116'ANNEALED or TEMPERED3/16"HEAT STRENGTH or TEMPERED z 0 go y Z U U LL 1/2"AIRSPACE 3/8"AIRSPACE } ¢3:p W =00 Z 5/16"LAMINATED 7116'LAMI GLASS F~~Z'6 W OC]wf)aW U1W 1/8'ANNEALED a ?LL=a af O_ 3/16'HEAT STRENGTH g .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS TONOPLAST INTERLAYER of Z~ W a a F a �x Lu 1/8"ANNEALED 3/16'HEAT STRENGTH QUANEX G SPACCRU�SEAL PURFECT GLAZE"H' ���``yPt�O` �`',T�j4 6 PURFECT GLAZE"H' QUANEXDURASEAL 6 w p,.•�CEF/S'• �Q i SIKAFLEX 552 SIKAFLEX 552 U' 1 F l'-, IG SPACER v t No 55201 �i'� 10 112•GLASS BITE 10112"GLASS BITE Z•D0. s : : :QS " :'5 STATE OF ,W;4 7 7 I\�IL�Jf�IIIIIf��I iOn'.,yr a SIU `'icr •lpR•if3.p'•�ti�� 1 0 _ z� 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 MAX SIZE DRAWN BY: DATE: SETTING BLOCKS PER FBC 241 TYPE W X H ADE 05/05/07 DP+/-55 A 48 X 72 G#: REV.: CWS-159 E DP+/-67.5 B 72 X 76 scALE: SHEET 1:1 3 OF 8 i WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WwW.CwS.CC INTERIOR 7 B 8300 PVC 6 9 9 6 PICTURE WINDOW /moo e IMPACT U 1J 7 7 1 a Z aZ� ❑ ow0 -woo 10 w Z0z O�Zm z ¢wmZHwg2 Z �_ Z�w00 11 U UDF-ZD-F.wD, 8 9 SECTION VIEW B-B Z O O U(j Z O V 3 10 11 11 10 ��O�FF0— tQ Of co,0�02 W LL02'D]0w U)w Za D)w J of 0 Fra waw} IL INTERIOR `9`mu„T�� is W Ot'•ti�CEN 90: STATE OF •�� 11 8 8 1D � ❑ z�- uZf zc f�� 5 9/22/2017 U LUCAS A..TURNER,P.E. __ FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE:ADE 05/05/07 DW #: REV.: CWS-159 E sca�E: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYMMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC wwwcwsccA3aa7a 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC ` 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNERWELD(ALLSIDES) 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",SIKAFLEX 552 HENKEL/SIKA SILICONE a ? 3: <z o d 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w o a r Z w W zoz 0:--r 10 S-6064 GLZ BE., FXD. (1" O.A. LG.) MIKRON PVC z z= a��M 11 GLASS SEE SHEET 0 oF-Oda<F°a z O—jzZ?UN 3118" 31/8" Q F?LLg00LLZ < 00—X0- 0 O Z W LL�WW f>)OOW�W a 1 2 3 4 5 _~� W III � o. 21/76" �� 1/16" �U 1l16" ,gat*;tTgDREG44jEE0't .v- P '1040't 'v 2 7/8^ :� No 55701 •'� +SSO�^ SFATE OF ; 1 PVC FRAME FLANGE-H-6006B 1 `�'� ...... °a�rrreFt+ttt� PVC FRAME FIN-H-6006A X� 1/4" 9/22/2017 LUCAS A.TURNER,P.E. 7/8" 10 1116' t/2• 3" FL PE#58201 1239 ABARAAVE, J� 3/16' 6 NORTH PORT, 34288 PH.941-380-1-1 574 SHEET DESCRIP"FIDN: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 OWG : REV.: CWS-159 E SCALE: SHEET 1:1 - 5OF8 14"MAX.O.C.(TYP.) MAX.(TYP.) 8"MAX O.C.(TYP.) WINDOW SYSTEMS 6'MAX,(TYP.) SEE NOTE 2 4 m,P) SEE NOTE 2 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 ----------- —————————— WWW.CWS.CC I I I I I I I I 8300 PVC MAX O.C. I PICTURE WINDOW INSTALLATION (TYP.) I INSTALLATION IMPACT (MAXO.C. I i ANCHOR(fl'P.) i i ANCHOR(TYP.) Z C I I I I oWo (OL'o I I J I I 00 a z0Zi-0lw X3:E I O I I I LL F-W ZF-Zig2 Z Z=M<X I 'O OF-OV¢=0� U Uu)F- 0-Pco a. I I I I °z o"�(6z=0— I I I I � w°—°°O? I I I I a ��}co0 I I I I LL O- cnF- I I a ---------- M~aa w�WO —————————— a " ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) DP 55 PSF DP+1-55 PSF �� S.L�GEP!5 Gin✓ v t No 56201 12 Q: STATE OF ;4u ` .[OR)t3 ♦��`` NOTES: �"�OIY t� 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 114", USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIM::BE �Z 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. F # BE PROTECTED TO PREVENT REACTION. 12399 JABARA RA 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 0. 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 Sr. 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. D k. itEv,: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,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 FMAlAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 4'MAX.(TYP.) 8'MAX.O.C.(TYP.) WINDOW SYMMS1900 SW 44TH AVE. AX.(TYP.) 7 5/8"MAX.O.C.(TYP.) SEE NOTE 2 4•MAX,(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX. WWW.CWS.CC ———————————————— —---————————— ——— I 8300 PVC I I I I PICTURE WINDOW IT I I B• I I MM D.C. I I (TYP°'0' I I ,IMPACT (fYP.) I I I a z aiwoo I I I z woo a�Zw w zOz =_-t I I I TALLAT Q I TOPO W O ca AN P) ANCHOR(TY ) U. FZ2 Z zxmawwoo OI Oh-OLjQ=�w I I U Uyf- aP!AD- I I z o�o�;z5b- I >.�1-oz� I I I I W °�Wu)oWu)F I I I I a z=D it Un I I I I °� =~a w WN I I I I D' ~ ° — —————————————— ---------------- tutu tr ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) v f No 55201 :'i DP+A 65 PSF DP+1-65 PSF ; �90: �uTATE OP ;4jWC 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 1116"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. BE PROTECTED TO PREVENT REACTION. FL PE#582011239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 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 m. 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1.20 7 OF 8 MIN.EMBEDMENT (/ p/J(�Vy�///na- TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE LbU2l�6v SYS BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM - SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. I SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 114"MAX SHIM SEE TABLE 1 yW W.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 PICTURE WINDOW INSIDE AND OUT MIN.EMBEDMENT _ Ii SEE TABLE 1 IMPACT SEALANT BEHIND /�I—Ir'7 FLANGE BY INSTALLER L 1/4•MAX SHIM Q Z }y Q Z L,J u�l�U� OPERIMETER SEALANT Z W w U Q 1 W-O W PERIMETER SEALANT BY INSTALLER W Z O Z It F H BY INSTALLER INSIDE AND OUT O ;_Q coLL �Z 0 W 3:m INSIDE AND OUT' INSTALLATION ANCHOR Z Z=2 Q w W 0 O SEALANT BEHIND SEE TABLE 1 O O F-O U Q=F� FLANGE BY INSTALLER SEALANT BEHIND 0 Z u)�Z Z F-U)D. INSTALLATION ANCHOR FIN BY INSTALLER Z 00:1 w Z O U C) �g, HORIZONTAL SECTION (� HORIZONTAL SECTION } C-LLW O O O Z SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 CHORAGE of HEATYPD AND SICAL FIN LL SIMILAR FOR FIN INSTALLATION _ O} 21 O g LL a z=a��pNc~» O uj F a w W`}» 0 a a L 114"MAX.SHIM ���,!-;SOREIbI�T�i�� SEALANT BEHIND \�� � yG FLANGE BY INSTALLER O GP;•�,�C E N's,•• y�� v: No 5S2,01 PERIMETER SEALANT BYINSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE 1 STATE OF .'C'J SUBSTRATE BY OTHERS ���ijl'/....i SEE TABLE 1 MIN.EDGE DIST. 11141i lot SEE TABLE 1 SEALANT UNDER SCREWt"1 VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE UaTABLE 1:APPROVED INSTALLATION FASTENERS 9/tit LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MINAMBE2M T MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1!" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT \ PH.941-380-1574 �p 1 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8" 718" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED ow #: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 7f18" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8