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HomeMy WebLinkAboutProduct Approval-Windows, fixed Flonda Building Code Online # 2 I `t " r ` . ._.__.,w>_.,..:��..,s...................... . `� "`� i, , n.¢.0 . .. > r+r,,y z a.. ...« `i.� S. `f"`g,�<.: E j,Ill- . 'k1ZW3 w ITiri.`fa BCIS Home I4 Log In 1 I User Registration I Hot Topics ; Submit Surcharge : Stats&Facts I Publications ! Contact Us i BCIS Site Map , Links Search °rts�lfam (1,,„„....., Product Approval ` � ® FUSER:Putilic User ;3,.n.: P;a c; flflNN _.rs:`Krr�r, Product Approval Menu>Application Detail :',7' -.1:77,7.'7,7,.;:77:7;.;..7::: ,.r.ts- �I FL# FL13010-R8 ets � t; Application Type Revision ion ' i i `A Code Version 2017 V , � ( ?�� �� Application Status - Approve d H n =t a ••i pprove. .y DBPR.Approvals by DBPR shall be reviewed and ratified by )'',1.'" ,;','. .4-0A'''''''44,:-'3the POC and/or the Commission if necessary. s z ;<3,r k ,s :r>, Comments i °' V , ,,� Archived 0 i ,4- F ' Product Manufacturer Custom Window Systems Inc. rr z 1 Address/Phone/Email 1900 SW 44th Avenue kip Ocala, FL 34474 t > (352)368-6922 Ext 291 , `r.t +s ,`. ,',,-.,-, jlathrop@cws.cc F r yr }� '7 LLiP ;' x ' . tx , � Authorized Signature Jay Lathrop' l'�' i,; m1 jlathrop@cws.cc 1 , � i4 t ' Technical Representative Jay Lathrop `. -'>='j Address/Phone/Email 1900 SW 44th Ave A . '..fhi�3a Ocala, FL 34474 j `� (352)368-6922 Ext 291 f' . jlathrop@cws.cc Isl �t # fir , ,•? Quality Assurance Representative Jay Lathrop r ,, .� Address/Phone/Email 1900 SW 44th Ave. tis a Ocala, FL 34474 ° �� , ' (352)368-6922 Ext 291 4; jlathrop@cws.cc tr s 5 II _. Category Windows k >:, Subcategory • Fixed 1 E -i', ' Q Compliance Method Certification Mark or Listing ifiti' a '� . Certification Agency Y Keystone Certifications,Inc.t ,11-,'-...-4,-;444,,,:$44q,„9 Validated By Steven M. Urich, PE aw 4 D Validation Checklist HardcopyReceived �� Ad7 E�aV - '}fi ty {k 1 Mt-e j l 4 to t Y F�s.y` 4p , , ,_ Referenced Standard and Year(of Standard) Standard i � �,,� ".� , Year 1(iIa 4 •, i AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 e f idr AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 r ASTM E1886-0S 2005 i {f uxi 4 , t.,.'.,,:',4ASTM E1996-05 2005 ' , t' PA TAS 201/202/203 1994 ..,,,-.4,,,,,,, ,,,,.....,.7.,, , ` Equivalence of Product Standards k IIZ` .t iiigEtA hopslifloridabuilding.org/prier_app_dtl.aspx?param=wGEVXQwtDgvQEb8FE1160Vrs5wFsWlikbapmdg74balE3UTe0rPdgGVw%3d 3d[5/2i2019 1:34:51 PM] SII 1 ' Florida Building Code Online Certified By w ja '',',.:',.,4210,-!',i ''.<i a? 4 4 ;; Product Approval Method Method 1 Option A m Date Submitted 04/08/2019 si:4•40:? s Date Validated 04/09/2019 ' X t,4 . Date Pending FBC Approval 04/15/2019 Date Approved 04/19/2019 xa{�4 1 7 4 r s Summary of Products , - ,;�*a * * . FL# .' Model,Number or;'Name Description; a4iwri -,�*4,1 '.--?-,..1. 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window f Limits of Use Certification Agency Certificate k'1 ,h* Approved for use in HVHZ:Yes F113_010 R8 C CAC U&l3 CAR .7—P-d,f.. , '�°s I Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-1362,pdf 1 , , ', Impact Resistant:Yes FL13010 R8 C CAC CAR 138-562.pdf ri lid! ww�, " Design Pressure: N/A Quality Assurance Contract Expiration Date w$, -ou: Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 itq m -i .. detail for DPs. Large Missile Impact. In HVHZ mayonlybe used Installation Instructions r a 9 p i.'I-i'lieis'sk,,Iiiiiiii:aiiis--es:'-',I up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010 R8 II CWS-433D.odf s % '.;,Zall Verified By: Lucas A.Turner 58201 iiII1^ 'lies' j Created by Independent Third Party: No Evaluation Reports • i FL13010 R8 AE EvalReport4331odf ' ..M ` %� kw Created by Independent Third Party:Yes 13010.2- - PW-8150 PVC.Fixed.Window PW-8150,PVC fig/Fin Fixed Window,Continuous Head:I&Sill. ] " w „ -i Limits of Use • i• .. , Certification Agency Certificate 1 4 Approved for use-in HVHZ:Yes I I ;- i',,''''''''”'j a• . Approved`for use outside.HVHZ:Yes FL13010 R8 'C CAC CAR 138-705e2_pdf i i if.., . Impact Resistant• . Yes F[_13010 R8 C CAC CAR 138-706e7_,pdt. ar Design Pressu're:.+67-.5[-67.5 ' - Quality Assurance Contract Expiration Date ` ' i Other: Large Missile, Dp' +/-'675 psf, Max. size 74 1/8"x- • 08/12/2019 k , 3 w▪ , a 'w 72','.. Outer lite must be safety-glass:above:30 ft. in HVHZ.,Glass, Installation Instructions E ' j ; s s complies to ASTM E1300-04.. FL13010 R8 II CWS-51QC.pdL i �a - Verified By: Lucas A.Turner.58201 Created by Independent Third Party:No •• w a{ Evaluation n Reports i I FLI3070 R8 AE EvalR'eport510C I' ik* ' Created by Independent Third:Party Yes u 3 r gyp, ' 13010.3 k PW-8300 PVC Fixed Window PW 8300 PVC Flg/Fin Fixed Window, 120"x 48" i a, s Limits of Use Certification Agency Certificate a' ; " ,, Approved for use in HVHZ:Yes Fl130t0 R8 C CAC CAR 138-258.pdf IIIIII � w 10- ° Approved for use outside HVHZ:Yes � �; � �l-,X.�Q10 R8 C CAC CAR 13$-481 pdf `w M*,•- - Impact Resistant:Yes FL130:10 R8 C CAC CAR 138-482.pdf ',':•'•,-4:0S!,--`,;:'11Design 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 i x 6 FL13010 R8 II CWS-3730 odf Verified By: Lucas A.Turner, P.E. FL PE#58201 -r K w iI 'Fp Created by Independent Third Party: No w Evaluation Reports a y, w FL13010 R8 AE EvalRepart373C.pdf a i 1* 1app. Created by Independent Third Party: Yes tk k * w 1i 130X0 4 '.PW-8300 PVC Fixed Window; Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72" unit°size- DP55,or 72".ix 76"unit size=DP67,5-(DP65:Ioutside r iw* ! i " : HVHZ): I w x'a �"� •'' Limits of Use r;': ' .- - _ � �___. Certification Agency Certificate il i„ ww,E . Approved for use in HVHZ:Yes • if i ;; t :- e• .�i 1 • [ tth * Approved for use outside°HVHZ::Yes . �f, F:1.3QO R8C CAC'CAR 138-1320 e2=pdf �i i -5,.,4'4 Impact Resistant::Yes :, FL13010 R8 C CAC CAR 138-250,pd[f. II ,.....),,sj r ww z Design'Pressure:N/A y CAR 138 274e2,p • w 1 Other:Sizes,up to"48"-X 72"unit size at design pressures of- 1-FLU010 R__�8 C CMAC CAR 1.38_457,pdf https:iitloridabuilding.orWpripr_app_dtl.aspx?param=veGEVXQvaDgvQE1AFEH60Vrs5wFsWlikbapmdg74balE.iUTeOrPdgGVw%3(1%3d[5/L•2019 1:34:51 PM] Florida Building Code Online "" psi +/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010 R8 C CAC CAR 138-465.odf• ;, `i' , <� pressures of+1-67:5 psf in.HVHZ or-1/-65.psf outside the FL13010 R8 C CAC CAR 138-534.odf ; -,i-,,,,.,...:1x;.••,-„.;:,,4,,,;-,,,,?e,:,,,,,,f,, HVHZ,with max.glass daylight sizes as,shown in CWS-159E FL13010 R8 C CAC CAR 138-730e2.i2d_ :1 z: i,,,+ Glass complies to' E1300-04. FL13010 R8 C CAC CAR 138-739a 'II Quality Assurance Contract Expiration Date t:: Y # 1.tt a lr }+, 03/16/2020 ✓ Installation Instructions •_t -159E,pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 k.,1"r,',•-•:,;n3,4•Ats-J0,4','1'--•.:',-• Created by Independent Third Party: No @" , '�i' 'x Evaluation Reports F113010 R8 AE EvalReport159F.pdf Creaked by Independent Third Party:Yes IA lr t4 I 4 e 5 �� Kt�1 x ii i " a �� Contact Us''7601 Blair Stone Road.TallahacseeFL 32349 Phone:850-487-1824 Y It l`rf ; The State of Florida is an AA/EEO employer Coovrinht 2007-2013 State of Florida.•*Privacy Statement:•Accessibility Statement::Refund Statement } ,4,„�1,��+�:a�,a}.�,� � : 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 Ixt `i' r -li._tr . e 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), f i a , } .:` 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 G ? az7 i f* y r iCii 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. tr4 f: I y # ' , ii Product Approval Accepts: yi4. ' ,,u ,T Credit Card ',, , ', it : _ I. 1 Safe f : t* ger. w x ..�, �s uTit 1 iii is , 4v rf 4�kt EL=II , I ,t 1 I� 1 I 1 Il II haps:rrtloridabuilding.orgipripr_app_dtl.aspx?Parma=wGEV\QwtDgvQE68FEH60Vrs5wFsWUkbapindd74balE3UTe0rPdgGVw%3eiOd[5J2/2019 1:34:51 PM] I . • it • URNERT �, E 1239 Jabara Ave. 1� North Port, FL 34288 e. ENGINEERING & Ph. 941-380-1574 't . 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"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`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.I .,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-IA, 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 E1886-05,ASTM E1996-05;09 and TAS 201,202, 203 1994(TAS reports 3954-IA and 3955-IA 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 0 configuration in sizes up to 48"x 72"unit size at design pressures of+1-55 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 fi of grade • Requires glazing as shown in CWS-1 59E, with Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade.NOA 14-0916.111 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 6th Ed. (2017)Florida Building Code for use in this product. I I 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. RE w « Nc 5€3211 •' '�. •* - 9/07/2017 stA,TF or:a : s '` Lucas A. Turner, P.E. +`• �, '':r`': FL PE #58201 • Document Title: Doc No: FRM B1-02 : : 7-1 1- • Structural Performance Rev No: 7 Page1 Of1 cEYSTON,i; CERTIFICATIONS.ING. Certification 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. ri 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 II Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +/-55.0, 48x72 0 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 WWW.KEYSTONECERTS.COM • PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: &LWOW TO T 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMSI 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. WW W.CWS.CC 49 1/4.. 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERA -"NOB WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC 48" 72" 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW 451/8" - 69 1/8" 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A �{ is GLASS TABLES ASTM E-1300-04e01/09. Z Q ? { -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o w p w O INFILTRATION TEST PRESSURE AND GLASS TABLES Z w_i o ¢ O w W ZOZ CC--1- I ASTM E-1300-04e01/09. O 4 rn }O m 77 1/4' 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z Z 2 ¢a-w p MAX, IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 O I-0-UCC=o 0 73 1/4' FLANGE DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD p Z-C?[Li_ -jii MAX. /II HEIGHT ANCHOR CALCULATIONS. zd O z rri z p U U OVERALL 1--e- 0°LL Z FLANGE B 1 B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT < O F O_ HEIGHT 1 76" REQUIRED. Fa.. F} O_ MAX. • W D0fl:tnOWUIW 72co\\ 0 HUNIT EIGHT 0 7.ALL FRAMES ARE FULLY WELDED. -cl. -co a CO MAX. UNIT 8.SERIES!MODEL DESIGNATION PW-8300. 0 _~CC W w 1n HEIGHT I D• h D' d 73 1/8" 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X11„rtu GLASS B DOGLASS O=FIXED SASH. `,,��ttORFy.!rT rr�i DLO 8 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1t`C Jl'j"F:,fi?�4 LOCATION. v. No 55201 .�'^ • 1y 8 r _. { G1T"� STATE OF —Q.,: 1.., 1.,«'••10R11;'''\\ 8 ,,jrtrr Hnsti1., 9/22/20_17 LUCAS A.TURNER,P.E. ___ FL PE#58201 —1239-JABARAAVE._ NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: —' GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS 1 S,..' SI 1 4!..- ► 9_ I N PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES 2 „ „ f --'1--'T"�C� V�`' '1 X Y Y Y Y •(-Y-�\�•Y-YY, GLAZING DETAILS 3 ANY 48X 72 +/- 55 PSF ADE 05/05/07 SECTION VIEWS 4 LIEF Ili 1--V' +- . a �� LARGE MISSILE IMPACT DWZ/s: RE": —— - ANCHOREXTRUSIONS SCHEDULE B.OE&NOTES G 7 72"x 76” CWS-159 E INSTALLATION DETAILS 8 HVHZ +/-67.5 PSF SCALE: SHEET • 1:20 1 OF 8 ___ . adEggY118 iir''. .. 1 WINDOW SYSTEMS — /''--'------- '\ Z-'--------'-'' 1900 SW 44TH AVE. I - / \\\\ OCALA,FLORIDA 34474 I / \\\ / WWW.CWS.CC / \ 8300 PVC PICTURE WINDOW \\\\ ) FULL ELLIPSE("OVAL") IMPACT 11 1 i= FULLCIRCLE !- TOMBSTONE 0 ,TE co 5>-Owno U- i-u.1-"zi- 2i Z Zi <tri.un0 O 01-0,;<,r,, O —a_f_,,.. 4/.....m\ 0 .-- 2ZOWZ8 0 ----- 7 ll ll 1 E?" a. 0 tt a u-cn w 0 Lui 2 LE I I- z- X a x a t- a ir a_x 0 5co >- Lctiiiiv) 1:'--:. :1‘4:ILL:RE:Lu517;11 :•:. 2:2:u2ARRON::Ep..E. Lc! c t c ii 01- oz(i (.. ....m... ........ L. E 0,1/2 CIRCLE - : OCTAGON .I,: - . i *= .:z.-.7 :".-.”.4. STATE OF ;Oz. TRAPEZOID -:.0• ,,kc's, 1.,„1,0 N A L toos NOTES: ,Z -•- 1,SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. .11."Itili _____\.\\ 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING, THRU FIN-WOOD OPENING. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS _ _l_UCI;99/.:1 FL PE#58201 NORTH PORT,FL 34288 PH,941-380-1574 - 3.OREVcETRAANLLGuSLAIZERMwUISNTDoNw0TsE0XNCEsEHDEETTHELMAX„WIDTH AND HEIGHT OF , MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEE1 DESCRIP f ION: , SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: 1 ADE 05/05/07 ImG it REV.: CWS-159 E SCALE: SHEET 1 1:1 2 OF 8 _ - -- aggaserer WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ,AIWW.C.WS,CC ...... 8300 PVC PICTURE WINDOW IMPACT -' E i-w--zi- 2± Z ziMaccw00 O 0 I-0 0 — r OVERALL 1"OVERALL 0 0 co I-z CL_ O Z -ZI-Do -.- --.- 3/16ANNEALED or TEMPERED 111111 3116"HEAT STRENGTH or TEMPERED Z 00Bui DO- < ,Z .,Z0,0 I/2'AIR SPACE 3/8AIRSPACE 0 < 2 Z,6 5/16LAMINATED 7/16LAMI GLASS 3-D0 • In 0 W CO W -•-••• lir ANNEALED 3/16'HEAT STRENGTH 090 DUPONT PVB INTERLAYER r .090 SENTRY GLASS IONOPLAST INTERLAYER 0 LUI-0 O_Ztpv.-) -•-• —1/8"ANNEALED3/16 HEAT STRENGTH QUANEX DURASEALIG SPACER PU x ..... •:-:'v •l*6 /7 ll•:Cf9...... -i: 0 svARFFELCExT%.GLAZEH , " " 10 SPACER .3.,, PURFECT GLAZE"H" QUANEX DURASEAL ..•.•61^....c) • ,N4-......,i,„.... A SIKAFLEX 552 ), •••-,. No 89201 '•-.al. • . 1. 1 ...'''`... 7, /Eel 1/. I GLASS BITE il''' y '-.1;1 ?El MI ..: :,. _ „ VT GLASS BITE :,' • : - O ,,,. _..... 2 1 CI =-01 •a......7 •® )_c IA-.°— . 7 imam!•"- 7.-21 STATE OF 1.0-• ..44".:.": ili40t4M-::Ots • ME11---' 1 ..g Li 1111 QUO l rim 0 -.3 GLASS TYPE A GLASS TYPE B 9/22/2017 LUCAS A.TURNER,RE. FL PE#58201 _ _ ,. _ ___ ___1239 JABARA AVE. - NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION. GLAZING DETAILS GLASS MAX SIZE DRA,„„y, DATE; t SETTING BLOCKS PER FBC 2411.3.3.11 - TYPF W x H ADE 05/05/07 __._ DP +/-55 A "ThTG-i. 48 X CWS-159 E DP +/-67.5 B 72 X76 SHEET 11 3 OF 8 • . , . • • — -----H-- _- Cgag011151 3 0 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7) 0 1 8300 PVC I Ifir ---28) d I 0 , PICTURE WINDOW 0 0-,-._,..„ al irl IMPACT 7 • ------0 14. WC)::u J.-J:ou..::::(1)<C:2:C!wEz 771.111,1---1 i Gli' l rf niLYT------- 1 171 tom. .4ait OD i w z 0 z .,-i- . .... , A u il 1 10 a .74.5.->_0. c.1 a) o o O z-0-z z 1—D u-) SECTION VIEW B-E3 4 ,L, 14 11 , < r: p-w0ow w - u-cnit(581_LIAILE cC 1 r‘ I-Lit11°) cy 1-• D. CC 0. INTERIOR! ,0111 I J/so, sOt ixt4ORE.kV ,"j2.•::6 ,-5 :,-,,,. No 58201 *.- ..i.' - , * - Z ...7.11'1. STATE OF 0 0 4',,,tittnito,- (V 0 cnb 2 CYIEDWED 0 9/22/2017 LUCAS A.TURNER,P.E. 14111.= ME Pm= FL PE#58201 NORTH PORT,FL 34288 PH.941-380-1574 0 0 SHEET DESCRITIPON:— SECTION VIEWS SECTION VIEW A-A DRAWN WC: DATE: ALTERNATE FIN FRAME ADE 05/05/07 CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 1 . I PARTS LIST FRAME CORNER CONSTRUCTION /�/(f� ITEM PART# DESCRIPTION VENDOR MATERIAL % �""" ./WINDOW SYSTEMS 11 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC IP` 1900SW44THAVE. 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC ` \ www.OCALAws.ccFLORID34474 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", SIKAFLEX 552 HENKEL/SIKA SILICONE a z ‹z A 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE ' z w_t o a 1w-o w wzOz D'1-_-z� 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC o ~w zoc = 11 GLASS SEE SHEET3 zz=�accwoo o OWI- Q. (~n6. O z-B-zH0(n 3 1/8" 3 118" < 1-- Q W O o U. O z W OfniacnOJ(nw 0000 © � �~ ir1W� a 2 1/16" (1-11nirliD1/16" (1±1[11E—±i1/16" `;11LLns:,'4, MI 0 RD Q v.p.IO E FI 3-..(4P 27/8" �4;'ti. w ,✓ z,..,: N. 55201 '•n-�: *; * *= 11/2' .0', STATE OF •:dui:07: PVC FRAME FLANGE-H-60066 1" �� ' R��� ti .Is .,-.X ,ti PVC FRAME FIN-H-6006A � 1/4" __ 9/22/2017 P.S. LUCAS A.TURNER, 1/16" _ 1/2" 3" ' _-_ FL PE#58201 -- -7/8"-- --- - -- - __._-_ 1239JABARAAVE. 3/16" 'k_______:___________.____i- ® NORTH PORT,FL 34288 PH.941-380-1574 SHEETUE SCRIP'ION:..- PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 'DWG S -RUT— CWS-159 REV.: .CWS-159 E SCALE: SHEET _ 1:1 5OF8 1 t - 1 Cliaga98.rel 14"MAXC.(TMP,) O. MAX.(TYP.) 8'MAX.0.0,(TYP.) WINDOW SYSTEMS 6'MAX. ---- r SEE NOTE 2 4' .(TMP•) —__-7--__:=.===i .—_-- SEE NOTE 2 1900 SW 44TH AVE. --- 6"MAX.(TYP.)TYR) i I I OCALA,FLORIDA 34474 www.cws.CC II fi 8300 PVC -II e MAX O.C. 4 I PICTURE WINDOW f -�--INSTALLATION (TMP') , I -----INSTALLATION IMPACT 14" ANCHOR(Tl'P.) I ANCHOR(7YR) MAX 0.0. JJ (7 (TYP.) I I d Z Q Z O O _ Z ow0 Nw o O Z ZoZ CC �F- I3 O ¢m5}Ozm I ZFE Z Zx. oo O OHO a=°ac O00-)1-- 0-H(qa _ I I O Z-W-Zi Q OZOcZ=UO O tl I } a_cpw0=OZ }} H—Z I H 00ITc.>- —2 Z�W Q(OF- cn I I I I L..__—___._1 D, H zD- ct u-ia ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) �a*�po0RE �f.f4o DP+/-55 PSF ,..V.--'....:...k.0 E 74,g,.s:.Vt:. v No 55231 :'� #: * i*' :7•11„,... STATE OF r ;. �.i 4P c..COR1 :0%\14; NOTES: �i�1/7701\14k- o` /�70M ii o`p 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 �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 .k..l...l.X_ -- -- -- 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. PE#58201 RAA -- �--- - - - • - - ------ 123939 JABARAAVE. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 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: 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. OW0 s: REV.: 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 - FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA+WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 • • WINDOW SYSTEMS 0 4'MAX.(TYP.) - 8'MAX.O.C.(TYP.) 1900 SW 44TH AVE. ° k AX.(TYP.) 7 518"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX. • I WINK CWS.CC 1 1 1 1 1 1 1 1 s'-'-- • • I ! I • 8300 PVC 1-- I- 8.. J "I PICTURE WINDOW • 7 5/8" I MAX O.C. "I IMPACT MAX O.C. — I_ gyp) (TYI ° P.) I— i ° Q ? Qz0 yI 1- W CD I TALLATs .I W ZOOZ0 0__zi-- •----•-INSTALLATION O (.)5}O 0='y c0 0 I °: P.) I 0 ANCHOR(TYP.) i_ F--W Z F-CD 0 0 _ _ z ZS0QD_w0 �. 7 �Z F-(n 0. °I ~� a °z" zoLL� < Ow��Zz �I- I �KI- I � ow�w ( w W `_ Et- I I -To- 0-�ccn w-OWx" i � a� I- I O. F- a �' • ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 4, .• 40 DP+/-65 PSF DP+/-65 PSF % No 55201 •13'.: .• ▪Os• STATE OF .ice/ W4 n NOTES: `','4 ,.`,0 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. 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 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. DRAevN sY: 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 x 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: '-'--""""- FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOXWINDOWS),FMNAAMAIWDMA300(EXTERIORDOORS) SHEET 1:20 70F8 - Oboe lib ea 1111M1=1441M--•-• _•,':7. .,_-'''y- ..- -,„- . . MIN.EMBEDMENT aagegag ri./4 SEE TABLE I —SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW S'YSTEMS nil 1/4"MAX SHIM— SEE TABLE 1 M .EDGE DIST. ' 1.--SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 I BY OTHERS OCALA,FLORIDA 34474 MIN,EDGE 01ST. f ii4^MAX SHIM '••- SEE TABLE 1 i WWW.CWS.CC ERS - 1 SEE TABLE 1 SUBSTRATE BY 01 HAr MW.EDGE DIST. SEE TABLE 1 SEE TABLE 1 I I MIN,EMBEDMENT 8300 PVC 01110 SEE TABLE 1 INSTALLATION ANCHOR-- 1...-w*--—", PERIMETER SEALANT------- SEE TABLE 1 PICTURE WINDOW BY INSTALLER r 0 Or INSIDE AND OUT .. Dc:DP Alir MIN.EMBEDMENT SEE TABLE 1 IMPACT L(—I (------' SEALANT BEHIND -'' G=0[3 kr-jei En FLANGE BY INSTALLER I-1/4'MAX,SHIM U CgD , ItIt‘ 01 , F= a L,LJ 0 „ro Lu E-3 rj PERIMETER SEALANT BY INSTALLER Z w...J0 --,17zILJ LB Z 0 ZPERIMETER SEALANT I INSIDE AND OUT 0 a co 5 7-0 CC DS BY INSTALLER E HLII 4 INSIDE AND OUT 'zi- 2m INSTALLATION ANCHOR Z Z 2 2<0C LL.1 0 0 SEALANT BEHIND SEE TABLE 1 0 01-0 O 0 CL f-oil. FLANGE BY INS TALLER SEALANT BEHIND 0 u) Z--,—Zi—Dco FIN BY INSTALLER Z 0 CD,,-•05-D U- INSTALLATION ANCHOR B HORIZONTAL SECTION CD HORIZONTAL SECTION < FK'-'2zOLL(-) >- cjiii(2x0Z SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE Cr 2 HEAD1-r3I-7-Zuj AND SILL SIMILAR FOR FIN INSTALLATION < CC (') CD,2 r ›- - coci cwtow E u-I 0-loi- n_ -2 Q- et 0 cn rj Lin-0 ax2>- cc z 6 . t'TORE I TM" ti,MAX SHIM -..'t ,... ; '•• ., SEALANT BEHIND -' (1-1111 •:`'' •..O E.ii FLANGE BY INSTALLER 7C= • No 55201 •'2'::. V- Ar 1 PERIMETER SEALANT * • = BY INSTALLER MIN.EMBEDMENT , -• • a INSIDE AND OUT SEE TABLE 1 1:•-3/.• STATE OF AKA ' 1•C);''•." 3.•':•:?,..ill" 1.„'0,'....4.0 R1°•••&••:• /1/7/ I lir •,,,..s. SUBSTRATE BY OTHERS-- SEE TABLE 1 MIN,EDGE DIST. SEE TABLE 1 . I SEALANT UNDER SCREW— A VERTICAL SECTION II:lar HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE ' Oftir / En 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS ai . LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MI MBEDKENIT<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----- FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"MN TAPCON / 2- , BY INSTALLER NORTH PORT,FL 34288 0INSIDE AND OUT PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" HORIZONTAL SECTION SHEET DESCRIPTION: 1" FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION 3/16"ITW TAPCONHEAD AND SILL SIMILAR FDR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-3/6" 7/8" 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 HILTI KWIK-FLEX OR FW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE7/16" (33 KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.060" DTVG Ft: REV.: -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 1/8"ALUM.(6063-15 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE - 7/16" 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 • ' ,