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HomeMy WebLinkAboutProduct Approval (3) t Florida Building Code Online ,J -,A ia,#;,a' k ..; uyf Gl ,;Y„"G� z�i: r 'n ,>u•. x ^k �.�"",.� r � r �' r 4 r., i -w" � ..fps �f � - , .'rr,'tE[, >'� . c��.i V 1 �3 I g+,"�.;„g`� .l'�j�y +"5 a"i5' g s' r' "w.-•,d'" '»� , ��`'�`_`t�=�^w�� `M�� yY, r roJ;. -i f�' t � _ 4 _ it ' SCIS Home i Log In i User Registration i Hot Topics j Submit Surcharge Stats&Facts Publications Contact Us ( BCIS Site Map ( Links Search Florida . ;Product Approval des USER:Public User- pr _Product Aooroval Menu>Application Detail ""OPY r� ,Pt n, FL# FL13010-R ' LE r� x Application Type Revision itR M 4t Code Version 2017 Application Status Approved Yf` i pprove by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if Hetes RECEIVED r xS'31+`Y n•-}f "3 Y rix Comments Archived © MAY 282019 + � " . �NIN Product Manufacturer Custom Window Systems Inc. ST. Lucie County, Permitting k � ; Address/Phone/Email 1900 SW 44th Avenue [ � tOcala, FL 34474 `. 352 368-6922 Ext 291 jlathrop@cws.cc (i.1J Authorized Signature Jay Lathrop jlathrop@cws.cc tt `' Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 rra ; ¢ ��< jlathrop@cws.cc 3' "Ir Quality Assurance Representative Jay Lathrop l, ¢ t Address/Phone/Email 1900 SW 44th Ave. 4,; fi } M Ocala, FL 34474 ' � a l� (352)368-6922 Ext 291 jlathrop@cws.cc .k Category Windows $ Subcategory Fixed s i .j`, Compliance Method Certification Mark or Listing e .:, Certification Agency Keystone Certifications, Inc. i i * Validated By Steven M. Urich, PE Ell 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.S.2/A440-08 2008 ..t ASTM E1886-05 2005 ASTM E1996-05 2005 1 PA TAS 201/202/203 1994 Equivalence of Product Standards https:Ntloridxbuilding.org.,pr.,pr_app_dtl.aspx?param=wGEVXQwtDgt,QEb8FEH60Vrs5wFsWUkbapmdq74baIE3UTeOrPdgGVivO/idOu�d[5rL'2019 I:.74:51 PLI] s k ' Florida Building Code Online Certified By Product Approval Method Method 1 Option A Date Submitted 04/08/2019 Date Validated 04/09/2019 Date Pending FBC Approval 04/15/2019 f �} �" '£~ Date Approved PP 04/19/2019 Summa of� _ 'a�kr t Model,Number or Name Description �u a ( S� % 13010.1 PW-8150 PVC Fixed Window PW 8150 PVC Fig/Fin Fixed Window ._..._.__........._... _.._�__ _......_.... ' Limits of Use Certification Agency Certificate r ¢ Approved for use in HVHZ:Yes FL13010 R8 C CAC CAR 138-1357.pdf e t3 kl a rPr, Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-1362 df Impact Resistant:Yes FL13010 R8 C CAC CAR 1 8-562,gd Design Pressure: N/A Quality Assurance Contract Expiration Date Other:PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2019 r 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.12df Verified By: Lucas A.Turner 58201 t i€ Created by Independent Third Party: No „����� Evaluation Reports EvalReport433D.pdf Created by Independent Third Party: Yes t 13010.2. PWr 8150 PVC Fixed Window PW-8150°;PVC FI %Fin Fined' ilndow Continuous Head&';S"itl. ' $ �u _ g t fxcC z�`� Limits of llse Certification Agency Certificate —, Approved for use in HVHZ:Yes FL13010 R8 C CSC'AR 538-2[�]g7 pdf Approved.for use`outsiiie HVHZ Yes _ FL130i 0 R88��AR 13 pdf 14 Impact Resistant Yes FL1301'0 R8 C CAC CAR 138-706e2Pdf } � DesignPressure +67 S/=67.5 : Quality Assurance-Corritract Expiration Date I Ate Other Large Missile, Dp +/ 67 5 psf, Max:size,74 1/8"!x 08/12/2019 ! Y$ r 7Z-;:,Outer lite,'must b'e safety:glass''a6ove 30-ft.in HVHZ. Glass Installation Instructions I complies to.ASTM E1300 04." 'FL13p10�R8 II.CWS_5 'f+k Verified 8y: Lucas A.Turner 58201 Created by Independent Third Party: No �j Evaluation Reports �. FL 0 0 R8 AE It-510c.n 1� I Created by Independent Third Party:Yes ! 6t;�h l t1� 5 t 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 CACAR 138- sa,pdf Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-481.12df Impact Resistant:Yes FL13010 R8 C CACAR 138-48 .pdf ar' sHs Design Pressure: +70/-70 Quality-Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2022 Impact. Glass complies to ASTM E1300-04. Installation Instructions AI, rs f FL13010 R8 II CWS- 7-3 .pdf 1 fit„ Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No i x Evaluation Reports ! * FL13010 R8 AE EvalReport373C pdf Created by Independent Third Party: Yes +ei , Es3s #r+y 130L0 4., .PW=8300 PVC Fined Window. Series,83.00'PVC Fixed.-Window, Large Missile Impact,48"x 72" + unit size bP55,or 72".x 76 unit sizeL DP67:5(DP65 outside. HVHZ); Limits of Use Certification Agency Certificate ^� § '.Approved for use'in HVHZ:Yes FL13010r R8 G .AR 1 I ',Approved,for use outside HVHZ Yes FLnoib0 R8 •C tkSAR"138=P320 e1 odf Impact Resistant :Yes 4FL13010 R8 C.CAC'CAR 138-250 , *1 i ` ,, Design Pressure#N%A FL13010 R8S_ CAC CaR 3_ ]8-274P�.f�df -Other Sizes up'16.46x 72-'unitsizerit,design pressures of F 14010' R8R8,C CAQ.;CAR 138-457 odf ,t n littps:b'floridabuilding.org/pdprZapp_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wrsWUkbapmdg74balE3UTeOrPdgGVw°/`.3d°b3d[5/2/2019 1:34:51 PtiII Florida Building Code Online t #, 5psf,or In sizes up to.72 x,76"unitsize-at design F 1 0 0-R8 C A AR i 8=46 psif i pressures of-+/-6725psf in HVHZ or+/ 65.psf outside-the. FL1C'3QIO R8 C CACAR 138-534 qdf,- I HVHZ,with.nnax gl`a„ss daylight slzes„as shdwn In CWS-159E FI13010R8 rs;�,QAR 138-730e2:Ddf Glass compllesto ASTM E1300 04 FL13010'R8 CAC'CAR AR i 8-739P7 t I Quality.Assurani a Contr act Expiration Date S 03/16/2020. Installation Instructions R ' ifs c " FL13010 RB"Ir C: 5 52E. dmf I Verified•By: Lucas A.Turner, P.E.FL PE#58201 Created by Independent Third Party: No Evaluation Reports FLi 301.0R8 AE EvaiReoort159F Created by Independent Third Party: Yes d r yyrz,fo-r �t ,r RT� t- =; r Y." _ Contact U,; 2601 Blair Stone Road Tallahassee FL 32399 Phone•850-487-18 4 The Slate of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibility Statement::_Refund Statement t s f 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 Kv— + mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact-850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please :. provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please slid Product Approval Accepts: ( u Credit Card_- IST} Safe 't'v'rta tk S1' VV J 1 htIps:;/Floridabuilding.org?pr.pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsR'L'kbapmdg74balE3UTeOrPdgGVw°/wd%id[5/2i2019 1:34:5[PM] UR1�1�R 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, 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"mut size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'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"' 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 1.239 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-1 A, 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.El 996-05/09 and TAS 201,202,203 1994(TAS reports 3954-IA 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-1.59E. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of d-/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVFIZ 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 t in DP65 or 67.5 units or Ku�aray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.10+ 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 6`1'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 1 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. V. trirterill ti4ti4 pi�l'Sfx'1 �1? �xsr Pe.A t a nt 9/07/2017 C fP OF: Lucas A. Turner, P.E. ',. �P�• P,,' ', FL PE#58201 {y ry WAP y, �fr�t!'Rd'l�KCt�1 Docunent Title: Doc No: FIRM B1-02 Structural Performance Rev No: 7 PeSe: 1 Of: 1 jl{EYSTONj,�l Certification C6fiTIR'ICATION�.1 NC. 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 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,lnformation: Product Information: Custom Window Systems, Inc Model: 8300 Fixed with Fin or Flange 1900 SW 44th Avenue Operator Type: FW Ocala FL 3447.4 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.I<EYSTO N EC ERTS.C O M PICTURE WINDOW - LARGE MISSILE IMPACTGENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OC LA,FLORIDAFLORI34474 DEFINED IN ASTM E 1996 PER THE FBC. 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERA 49 ELNGE WIDTHMAX.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 I GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ———— /�—— —————————— ———— GLASS TABLES ASTM E-1300-04e01/09. - j z — -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F O W 0 ­W00 z O I I I I ASTM E 1300 TEST PRESSURE AND GLASS TABLES iz Z O Z <r z F I I o r _w3zF-�g= 77114' 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z0 O r O Q w W O 0 731/4' I I MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR U O F-O U D,�N d MAX FLANGE OVERALDETAILS.I I ANCHOR CALCULATIONS. TION FACTOR Cd=1.61NAS USED FOR WOOD zIGHT < O Z U Z j U- FLANGE OVERALLB I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT <�O w-m Z LL z HEIGHT I I I W �O�}}�'SOg 76' REQUIRED. w I- 72' I I UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. a ?=a o O cn P O HEIGHT MAX. I I I I O WFO D_=�N UNIT I I I I 8.SERIES/MODEL DESIGNATION PW-8300. d H a it�wa HEIGHT I I 731/8' I I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,Jtulitslt 69 118" DLO I I O=FIXED SASH. ��.+``pp40RE4'lfT'�� I I OSS D I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR C I I LOCATION. v« No 55131 I g I of STATS OF 4'j ------- -- ------ p.�:,.o ,:a� ——————— A ir��FrAS7 ,A ti NA i 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 I RESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 u ° ADE 05/05/07 GLAZING DETAILS.................................3 ANY 48 X 72 +/- 55 PS D'dt a(�t: REV.: SECTION VIEWS..O...............................4 +_ LARGE MISSILE IMPACT CWS-159 E EXTRUSIONS&B.O.M........................6-7 72"X 761 _ ANCHOR SCHEDULE L NOTES.........6-7 WHZ +/-67.5 PSF 60^�� SHEET INSTALLATION DETAILS.......................8 1:20 1 OF 8 .... ....._......... ___ \ WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC / I 8300 PVC \\ PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") a Z <z FULL CIRCLE z w o o a W 2 w TOMBSTONE o Z o z OW Z L LL HW�jZF-��T Z Z2m¢2Wop O OI-O •¢=rte c1 0u)I-Zarmn. Q z U cA / i W D0N�W U)Lu 0)W O�U)r Z D. 0 w0 of =ra W�wo CL irOR PEa dLLlutrrtr 1/2 CIRCLE v��` ......41,JLC' n 5E201 ':9 OCTAGON ` TRAPEZOID : STATE OF 44,: S NOTES: 1,SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017�l P.FL PE#58201 E.THRU FIN-WOOD OPENING. LUCAS A.TURNER, 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 1239 A ARAAVE, RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,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 9HEE7'ULSCRIPTION TRIANGLE : SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG`,Y: REV.: CWS-159 E SHEET 1:1 2 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT e z �: <ZzI- : w zOz <FZFw--- g Qmt E>-0M�m u- I-w zt-sg= Z zxmaaf=00 -I-1"OVERALL 1"OVERALL rOj O O z a-F,cn jr a I vui z 3115'ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED z O O U uj-j U- 1/2-AIRSPACE Q I-Zw2OOwz 3!8•AIRSPACE > ¢ Ow -=O- Ir z-Q}}FH1-z 5/16-LAMINATED 7110 LAM[GLASS Fa- 0 p F-'0 O g 1/8"ANNEALED w Z w O- U)1- 3116'HEAT STRENGTH a .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS TONOPLAST INTERLAYER _~0-O_ K w W�10 O_ F, a f---118'ANNEALED -- 3/16'HEAT STRENGTH QUAN EX DURASEAL ,K •� l,Tf�i IG SPACER " 6 PURFECT GLAZE"H" PURFECT GLAZE"H" .`` �o:D E3:1•'".G �` SIKAFLEX 552 QUANEX DURASEAL 8 4�,:•y1_ �c^ ;F',,f IG SPACER SIKAFLEX 552 .J, •.n�, No 582M Y 10 x 112'GLASS BITE i0 112"GLASS BITE 7t7 ❑ C. STATE OF f11#011110U GLASS TYPE A GLASS TYPE B 9/27/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIP'TION: GLAZING DETAILS GLASS MAX SIZE DRAWN BY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 =r4LX H ADE 05/05/07 DP+/-55 A 48 X 72 N F' REV.: CWS-159 E DP +/-67.5 B 72 X76 s°ALE'"'---'- SHEET 1:1 3 OF 8 I 3 4 WINDOW SYSTEMS 1900 SW 44TH AVE. OC.ALA,FLORIDA 34474 www.cws.cc INTERIOR 7 6 __ 8300 PVC 5 -0 s PICTURE WINDOW IMPACT � 7 1 G z � 2z� 10 r - ❑ IVAO w zoz �- W o �W�z° = z zmm<wwoo 11 8 9 ! OU (ULnF,VO.F-U)d 0 z-DzZF-nm SECTION VIEW B-S z O O V t O U- ,e ¢ 0wOxooz zEd w O�W�ow�w LL w O-JWF- a Z: W w Wv' INTERIOR D o' pdSGt'�'1b phis v. No 55201 `) STATE OF :`� 11 , 8 9 �I 2 A.2/2017 TU u uU LUCAS A.TURNER,P.E. OQ __ FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 7 6 PH.941-380-1574 §HEC'DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE:ADE 05/05/07 DkN K: REV.: CWS-159 E soAI E'- SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION (' ITEM PART# DESCRIPTION VENDOR MATERIAL '� """�®�• WINDOW SYSTEMS 1 H-60068 FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW. wS.CcFLORIDA34474 www.cws.cc 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC -CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I:6 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 z a z 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w-j a ¢ w zoz __z,w°w � 10 S-6064 GLZ. BE., FXD. (1"O.A. I.G.) I MIKRON PVC O ¢w�r o�3:m_ LL F-w z1-�.2= 11 GLASS SEE SHEET 3 z z=m a rxw o 0 o z–WzzFDw 3 1/8• a F z'm o O w z K <�OFF=O- ❑ ❑ W LL(n0wU)W u y W J 1 2 3 4 O Wt=�-O D=.=w> 5 CL = a i 14"MAX.O.C.(TYP.) "MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS SEE NOTE 2 SEE NOTE 2 1900 S W 44TH AVE. 6'MAX.(TYP,).....__._.v_ 4 AX.(TYP.)� � 6-MAX.(TYR) OCALA,FLORIDA 34474 ——— ---------- WWW.CWS.CC _ I I � I I I I 8300 PVC MAX O.C. I I PICTURE WINDOW INSTALLATION (TYP.) --INSTALLATION ,IMPACT I I I ANCHOR(TYP.) MAX O.C. ( I14" ANCHOR(fYP.) (TYP.) I I I I < O w 0 cn w o p I I w zoz ofLztz I 0 I I I o 7cW§z°X�= I I I z z=�axwop O 0 z0- �a I I I I I I I I c °zLL- ozo. 0 Fu)oz>_ <:ow—m I I I I 0>-no o� I I I I U-c/)w 0o coF- cn ---------- I =I-a u, Lu U) —————————— a r- a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) �p' t1"....... ORF_bl, Prr4r� " DP+/-55 PSF OP+/-55 PSF ;�F?,tib a✓p p1 �G����w : ..STATE OF .1fui NOTES: jrh+rrnrrr"�, 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 xZ 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{1582011239 JABARA AVE. S.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 DE'SWI'tlPl'ION: 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE& 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: 5/05/07 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. owchk ADE RE 0 0 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. 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: sc"ni e--- SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS). FMANWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 6 OF S 7 CC$a�r�mr�' a`MAX.(TYP.) e'MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 4AX.(TYP.) 7 518"MAX O.C.(TYP.) SEE NOTE 2 q"MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6"MITTT AX. WWW.CWS.CC I I I 8300 PVC I I I PICTURE VinNDOW I I a• J I I 7 5/8` I I MAX O.C. I I IMPACT MAX O.C. (rYP.) (TYP.) I I I I I a z � Qzo I— O w 0 w w O p w zOz �-�F O i TALLAT i I -INSTALLATION 0 H W�Z O O iE AN P) O I ANCHOR(TYP.) z z x Q afwoo O Oh-O < it U 0u)F-V�Ix-u~i5- C, zz-5. Dm O U u> >U I I I I } ¢�LLw-OwOz I I I ¢ xrn03:9 F I a Oxacl)0' nF jE U. 0rn - I co of = I I I I D' H- a r a — --——————————— ———————————————— asw arra �aaas`a�dORFy;:�h�� ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) J;' cr OP+/-65 PSF DP+/_65 PSF • No 552$1 •.' STATE OF •;ju. X. NOTES: r�lS,OjiAs`��al 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 6. 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#58201 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 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES .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. OWG P: 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 1OO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAMIDMA250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT // ]7/j((V�j® • TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE lI BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM------ - SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS MIN.EDGE DIST. SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 114"MAX.SHIM - WWW.CWS.CC MIN.EDGE DIST. _ SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE t INSTALLATION ANCHOR1p BY INSTALLER SEE TABLE t PICTURE WINDOW INSIDE AND OUT MIN.EMBEDMENT _ SEE TABLE 1 IMPACT SEALANT BEHIND /_�11� L 114'MAX SHIM ( I Q ZQZFLANGE BY INSTALLER �J �)� OPERIMETER SEALANT Z" WLu00 QWClWETER SEALANT BYINSTALLER W ZOZ �IZINSIDE AND OUT U) }O D' mTALLER LLF W Z AND OUT INSTALLATION ANCHOR Z Z2M¢wWopANT BEHIND SEE TABLE 1 0 O F-0 li Q=r W FLANGE BY INSTALLER SEALANT BEHIND 0 Z-U)Z Z F-to a. INSTALLATION ANCF IDR FIN BY INSTALLER Z OO CD�_Z j U- SEE TABLE 1 Cl HORIZONTAL SECTION �C� HORIZONTAL SECTION C F-Z u N ZO O U-Z S TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F w } O W u_mW�00�U)iCD W a 0 Ill w =~a wswLu n d I,- D- s•«u a+trey SEALANT BEHIND 1/4'MAX.SHIM `y•y�NDRFu' tart FLANGE BY INSTALLER C= 1 V��ti�0 E A1S� v l- No 5S281 .•tom PERIMETER SEALANT BYINSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE 1 '�i STATE OF .�SUBSTRAT �Cr SEE TABLEE BY OTHERS MIN.EDGE DIST. ! r loolls SEE TABLE 1 SEALANT UNDER SCREW VERTICAL SECTION [ - HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE - z� O9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. ! FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MI MBEDM T MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"RW TAPCON 1-1/ " 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. --��- NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' INSIDE AND OUT PH.941-380-1574K_D1 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-112" B BOX FRAME INSTALLATION 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/6" FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILA KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ffN—G` REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E t/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SH FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 7/16SHEET " SHOWN FOR FLANGE WINDOWS. 1:2 8 E 8 L