Loading...
HomeMy WebLinkAboutProduct Approval-Windows , fixed II ,I Florida Building Code Online "4.3 —r �"--r; v{-' --,"P' e a yrt,.rra, 1 / c Aa c d 4 • [r' ;-y o-r a c - '' '- .x a w Wn g' i; §§`' _ E ,z* s , , l 0:5„,:;,,t, '��a+^r4, 5" ie. L- ,,A. ,a.�a. a ',-."4,'="1'.''''', 'ns I S e BCIS Home I Log In I�User Registration I Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map ( Links ': Search Florida #+; Product Approval iciper (- ;USER:Public User .✓ -r,nxxz+ Product Aooroval Menu�>Appllcatlon Detail i----.7. ..,-;„;:„.„...,,,::, �r '+ FL# FL13010-R6 p '�1 Application Type Revision 1,,„ ,:4,,,..,:.! Code Version , 2017 a Application Status Approved pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments p :'t Archived Product Manufacturer Custom Window Systems Inc. } Address/Phone/Email 1900 SW 44th Avenue } Ocala, FL 34474 (352)368-6922 Ext 245 ' kpine@cws.cc Authorized Signature 1, 1°,1Kevin Pine " 1 kpine@cws.cc Technical Representative 4.:0 Jay Lathrop � Fe ; ' Address/Phone/Email c� 11 1900 SW 44th Ave C��� Ocala, FL 34474 5� (352)368-6922 Ext 291 {( , tT jlathrop@cws.cc Quality Assurance Representative j Jay Lathrop Address/Phone/Email i 1900 SW 44th Ave. _ �� Ocala, FL 34474 l �/g p (352) 368-6922 Ext 291 �` i jlathrop@cws.cc 'C L',,,",": i CategoryWindows � ! � Subcategory Fixed t a ' 4' "� Compliance Method Certification Mark or Listing � a Certification Agency Keystone Certifications,Inc. �� Validated By Steven M. Urich, PE El Validation Checklist- Hardcopy Received II i, " Referenced Standard and Year(of Standard)I Standard Year 101/LS. 1 2005 AAMA/WDMA/CSAAAMA/WDMA/CSA 101/LS.2/A4402/A440 0805 2008 ASTM E1886-05 2005 ASTM E1996 05 2005 p ' PA TAS 201/202/203 1994 V,,,''',..1:; Equivalence of Product Standards .. stip haps://floridabuilding.org/pr/pr_app_dtl.aspz7paramwGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uG1EA%3d%3d[7/5/2018 2:47:55 PM] Florida Building Code Online G.f� Certified By 4� ,, ,f,' Product Approval Method Method 1 Option A Date Submitted 05/30/2018 a I -- Date.Validated 05/31/2018 f Date Pending FBC Approval 1- ' , ,.; Date Approved 06/10/2018 t'-"''`g '1 Summary of Products �_�_ _-- _ — g s^ , r EL# Model,Number or Name '_ Description . 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 FL]3010 R6 C CAC CAR 138-1357.odf Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1362,odf s0 Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562,pdf 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. FL13010 R6 II CWS-433D.pdf Verified By: Lucas A.Turner 58201 t f Created by Independent Third Party: NoI • Evaluation Reports 1 - ,, ., FL13010 R6 AE_EvalReoort433D.pdf Created by Independent Third Party: Yes , 4 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window,Continuous Head&Sill. g; 4� Limits of Use Certification Agency Certificate ,,,,t 4:4:, Approved for use'in HVHZ:Yes FL13010 R6 C CAC CAR138-261e2.pdf ''?„,,,,,,.."4:4,,3, ',:�.r..14144,144 Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-705e2.pdf t; 444- Im act Resistant:Yes �a�� � ���11 �, p FL13010 R6 C CAC CAR 138-706e2.odf ,; r f,;:: ' Design,Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date ` Other: Large Missile,D P p= +/-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 R6 II CWS-510C.pdf k8 Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No "`; Evaluation Reports FL13010 R6 AE EvalReoort510C.pdf ' "' a 3• 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 `, l Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-258e2.pdf ' Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-481e2. 414i,„","..!4-1-,„:-. Impact Resistant:Yes FL13010 R6 C CAC CAR 138-482e2.pdf 4. 1. Design Pressure: +70/-70 Quality Assurance Contract Expiration Date ;„ Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2019 '44,4':' n 4 F Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R6 II CWS-373C.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No °+ Evaluation Reports FL13010 R6 AE EvalReport373C.pdf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window ' PW-8300 PVC FIg/Fin Fixed Window, 120'.'x 48" '' '4# '' '1 Limits-of Use Certification Agency Certificate ' '' i� o. Approved for use in'HVHZ:Yes _ FL13010 R6' C"CAC CAR 138-1093.pdf I Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1320 e2.odf Impact Resistant:Yes FL13010 R6 C CAC CAR 138-250.odf I ;'", Design Pressure: +70/-70 • FL13010 R6 C CAC CAR 138-274e2,pdf =y 1 Other: • PW-8300, 120"`x 48", DP= +/-70 psf. Large Missile FL13010 R6 C CAC CAR 138-457.pdf I Impact. Glass complies.to ASTM E1300-04. FL13010 R6 C CAC CAR 138-465.pdf FL13010 R6 C CAC CAR 138-534.pdf haps://lloridabuilding.org/pr/pr_app_dtl.aspx7paramwGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uG1EA%3d%3d[7/5/2018 2:47:55 PM] Florida Building Code Online I _ FL13010 R6C CAC CARSA138-730e2.odf i ` ',, FL13010 R6 C CAC CAR 138-739e2.odf : ji 1 JL4 1,,u '� Quality Assurance Contract Expiration Date I ., 03/16/2020 1 Installation Instructions , FL13010 R6 II CWS-159E pdf- 'i Verified By: Lucas A.Turner,-P.E.FL PE#58201 Created by Independent Third Party:,No 1 4 414 4A ., " , Evaluation Reports- II - FL13010 R6 AE EvalRebort159E.pdf Created by Independent Third Party: Yes` 4 L - 4't`gt ,, R } d nc ru BacVtIn 4tr r f+4. Contact Us••2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 '' 4* # :�' "x p The State of Florida is an AA/EE0 employer Copyright 2007-7013 State of Florida.••Privacy Statement••Accessibility Statement••Refund Statement et:,-;,,4;` 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 6.,,,i''',,,""--'7,',"',..,,2 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 L.- • p 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: ' ° IW=IgcrFd E Credit Card -9.f rr, securitymETILICS' m i " P^,..:r. • . i • . I !I I 1 haps://floridabuilding.org/pr/pr_app_difaspx7paramwGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3M3d[7/5/2018 2:47:55 PM] URA7L'L1239 Jabara Ave. 1�J 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"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 61 G20-3.005 (4). This product complies with the requirements of the 6th 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-1A, 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 0 configuration in sizes upto 48"x 72"unit size at designpressures of+/-55 psf, p , 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 14-0916.111 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 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. 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. �*,itlIrf►rr,I� • z.% • No 58201 = 9/07/2017 :411 ` -.74. Lucas A. Turner, P.E. :• t STATE of ' ttrQ, •. ,c p. • ' FL PE #58201 'r S Qt • Document Title: Doc No: FRM B1-02 V-7 � Rev No: 7 Page: 1 Of: 1 KEYS.t.Oh[ Structural Performance C ECertification RT I I RI C I�T lONB. N G. �e�wnwwll 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 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 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 GENERAL NOTES: �/7��j/��7�y{� PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED C(YIl•�Ulyl4//Th 2T ,7 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS 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.OVERALL FLANGE WIDTH MAX.OVERALL F NGE 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. • 45 1/8" 69 1/8" 4.DESIGN PRESSURE RATING: • IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND' A T� 7' GLASS TABLES ASTM E-1300-04e01/09. z Q -POSITIVE DESIGN LOADS BASED ON,TESTED~ t INFILTRATION TEST PRESSURE AND GLASS TTABLESSURE,WATER p o w O ¢ 0 w —_ 1 - ASTM E-1300-04e01/09. 0 z O Z 0CC--F I 0 zooz}00_ m -- -- - 771/4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z Li z z ¢cc W o 0 MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 1-0 ci d i F Ir 73 114" OOVERFLANGALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD p z-j-z-j C 1 HEIGHT E ANCHOR CALCULATIONS. z 0 17 O uj-70- MAX.OVERALL Q 1-�W -O I+-Z B I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT cc g Q�ow-I0-- FLANGE I... z HEIGHT I76, REQUIRED. FQ- 0 ~» O c4 72' MAX 0 7.ALL FRAMES ARE FULLY WELDED. z=a 0-101-- e_ �� 0 HEIGHT MAX 0 I IX Ww� UNIT 8.SERIES/MODEL DESIGNATION PW 8300. a. 1- D. c W a HEIGHT / I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 69 GLASS 0=FIXED SASH. ,`�,P,.RE W,T ,' ORE4y GAS" 0 . N DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR •,OP:-`•�O EhR''., '• ' e LOCATION. • No 58201 ' =*. * :*_ 1 1 X ` yi STATE OF :`' �U� OA �r��s**Z O A 1°.•e.`, 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 - ARA AVE.- NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS , ., GENERAL NOTES AND ELIEVATIONS , • GENERAL NOTES&ELEVATIONS 1 •^-=T4QN /.4 . 4.1T_SJZF 9-E,S�LQN gRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES 2 u -'F`-�� tY Y 1 Y Y,YY N 'C GLAZING DETAILS 3 ANY 48 x 72" +/-'55 PSF ADE 05/05/07 SECTION VIEWS 4 191,7zy fp.. +/_bb i,S-- " LARGE MISSILE IMPACT DWG it: REV.: EXTRUSIONS&B.O.M 5 72"x 76" CWS-159 E I ANCHOR,SCHEDULE&NOTES 6-7 HVHZ +/-67.5 PSF SCALE: INSTALLATION DETAILS 8 - SHEET 1:20 1 OF 8 _ ag-- -- eagle WINDOW SYSTEMS •JFuLLELuPSErovALiIMPACT") Q Z azo FULLCI CLE y z w_la <Wow TOMBSTONE o z 0 z O_zm_ u_ F--W ZTrcny.I-�2x z zi2accWo0 t• =-ti20zOoz06-z 4/0,_ a Z -zi-Dca Ix aOWF�O / llk---'-- ' w OCIcc}owvQ-iw • D-cna O_Imr a. w 'Li I- W�w0) a 1/2CIRCLE IL\ •:-v'`P'NGFiv-4.�'�Q"'i � • say': •`• F•.•0. - z.v; No 58201 ;'�i L OCTAGON ..--..-..__._.._----•---_-- - Cit 7 * : a▪'6: : TRAPEZOID '9'. STATE OF .Lu: NOTES: 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 PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARAAVE.-_— NORTH PORT,FL 34288 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: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE RIANGLEARCHITECTUAL SHAPES T DRAWN BY: DATE: , ADE 05/05/07 DWG K: REV.: 'CWS-159 E SCALE: . SHEET . 1:1 2 OF 8 agegliiiii WINDOW SYSTEMS ,/A 1900 SW 44TH AVE. -I OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z azo F ow0 ww2d w ZOZ U-•-0 � LI F w Z I- i z z22aawoo 0 oFo,;a=Fce -. 1"OVERALL 1"OVERALL U U N F O-F.,y a u1 —3/16"ANNEALED or TEMPERED —3/16"HEAT STRENGTH or TEMPERED 2 0 O U c –j 0– - 1/2'AIR SPACE 3/8"AIRSPACE > Q o w O=O O– CC- 5/16'LAMINATED 7/16'LAMI GLASS H 2°I}-}7>0_ E Zci1w�O-,r(ilH 1/8°ANNEALED 3/16"HEAT STRENGTH O. -- .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER 0 F F a W W D. 1/8"ANNEALED —3/16'HEAT STRENGTH QUANEX DURASEAL t ,. p,NORE W ,O IG SPACER ��\ "H" 0 PURFECT GLAZE"H° .`# 7PURFECTGLAZE SIKAFLEX 552 QUANEX DURASEAL N.,: SIKAFLEX 552 ti�G',•ti'�GEJVS�• ' IG SPACER + J '•tr } •iiri7 1 No 58201 10 1/2'GLASS BITE I 1/2"GLASS BITE * • •O ... •O I •� y: ' 1;19,1. STATE OF ••u/2 (M-1—L____,,--, 7111 :1 A 'ISI O 1 . ` r-v- .O � GLASS TYPE A GLASS TYPE B 9/2z2/2017 LUCAS A.TURNER,P.E. FL PE#58201 -- 1239 JABARA AVE._____ NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: • . ;: , r. Ir.S ' I. I: LAZING DETAILS • _. . i • GLASS MARSIZE • • DRAWN BY: DATE: 'SETTING BLOCKS PER FBC 2411.3.3.11 TYPE WX H ADE 05/05/07 . DP+/-55 A 48 X 72,�"G#: REV.: • CWS-159 E • DP +/-67.5 B 72 X76 SCALE: - SHEET 1:1 30F8 Coortom 0 0 WINDOW SYSTEMS ,4 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 0 0 i 8300 PVC 0 0 ' (I 0 0 !� ' 0 PICTURE WINDOW • �O .11:7 0 t. 0 0 .HJ IMPACT •_. 11 !,I a.ft F Ow0 FO . ME.. a Ilh.-N-Thl4---------a[A. : W Z0Z CC FSI- CJ Zli Li z=�awwoo O O,O�jaF�a OEID 0 0 z�-ZZI-Otn SECTION VIEW B-B ¢ -Z- -Z�LL0 O' 6) m >- <0w-i0_ ..- .. .. w O�ac}nowmw na -= ow. ec O co co a Ira� wV) a INTERIOR '.ttpu''UI,, ,i s%. PNO RE W T . ,$12-!.•-•8 BNSFG'Qy. ,• No 58291 '-P L *: * :* +9; STATE OF .�Zu� ''-„<< ,•••4.OO R 10P'\$ 0 0 `0pSrONAitt ©,, �t� . 5 ``llji rill 1. C(- 9/22/2017 M ��Q O LUCAS A.TURNER,P.E. PEI O M __ �O FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 0 0 , SHEET DESCRIPTION: SECTION VIEW A-A . • - - , SECTION VIEWS : , DRAWN BY: DATE: - ALTERNATE FIN FRAME ADE 05/05/07 DWG 5: REV.: CWS-159 E• SCALE: SHEET 1:1.33 40F8 PARTS LIST FRAME CORNER CONSTRUCTION -, :- /�//]) - _ ITEM PART# DESCRIPTION VENDOR MATERIAL % """`M• / 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC ( wlNnW44THOW AVE. ��i IP I 1���SW 44TH AV . 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC . OCALA,FLORIDA34474 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 SCALE1:8 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 a z a Z A 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w o'°o ¢w~ w E ZOZ ���F 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC o a v,5.}O c m 11 GLASS SEE SHEET3 z z=maccwoo oO ovl�O•ari-a z-0�z~o� 3 1/8" -- 3 1/8" <50) Z p Z 0 IL U �>L6FOTOZ t F OA }7§61) 0OWCOW , C4 Zfnul�O-101- O©©O © o wro a°c,} = a � wN21/16"cc ^� 1/16" � arrg—Cp._ — 1/16" ,�`,1Nhq�',/a�r `.• PyOREW .,ri ice. 2 7/8 ��V• No 56201 •Vitt *;• * :*= 1 1/2" 7.13.• O; STATE OF :ALU` PVC FRAME FLANGE-H-60066 1"— �'�`�• _ R ©° :\`��; PVC FRAME FIN-H-6006A � va• 9/22/2017 LUCAS A.TURNER,P.E. 1116" 1/2" 3 _ FL PE#58201 7/8' 3/16' I © 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: - -. - . SCREW;SUPPORT-P-31.13.. PVC GLAZEBEAD-.S-6064 EXTRUSIONS&B.O.M. ' DRAWN BY: DATE: ADE 05/05/07 DWG B: REV.: • CWS-159 E SCALE: SHEET • 1:1 5OF8 -_ 14'MAX.O.C.(TYP.) MAX.(TYP.) I 8'MAX.O.C.(TMP.) WINDOW SYSTEMS , 6'MAX.(TYP.) SEE NOTE 2 4. AX(TYP.) SEE SEE NOTE 2 1900 SW 44TH AVE. 6"MAX.(TYP.) I OCALA,FLORIDA 34474 I_ - - - WWW.CWS.CC I 8300 PVC MAX O.C. 11111111141111111 I PICTURE WINDOW INSTALLATION (TYP.) INSTALLATION IMPACT 14" ANCHOR(TYP.) ANCHOR(TYP.) MAX O.C. (TYP.) F ❑WO (WOp O W z0Z Ct��IW- ' O F w 3 Z I- 5 2 z ZX2¢DWpO co 1- O 01 -i— Z D�U ??Utll GOW-2O? � I Z W 001,2>-2,W COW Ei LLDa J I( I p wl--O a�x} NM L J a I- Q. D:'a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,,,�Pp1�'REW�7-,,e� DP /-55 PSF DP+/-55 PSF `$,z..y�G E/J s� R,, �v: No 58201 �: N * e* GL STATE OF •1.1,/� "' "grc< tO R10F'.•�`s 0,`AONA� `.%aNOTES: L1II111I1IIIIIIIIIIIIIIIII1IIIIII1IIIIIIIIIIIIIIIIIIIIIII1I11IIIIIIII1IIIIIII CHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4"• USE SHIMS WHERE SPACE GREATER THAN 1/16" ENT. D BEARING SHIMS SHALL BE )ZFH DENSITIC OR BETTER.WOOD SHIMS ARE ED.IZE,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. 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. DWG B: 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 a-WM[1Z 4"MAX.(TYP.) 8"MAX O.C.(TYP.) 1900 SW 44TH AVE. AX(NP) I I 7 5/8"MAX.O.C.(NP.) -SEE NOTE 2 4•MAX.(TYp,)- SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX. YP)\ I I I 1 I I I \ _ WWW.CWS.CC -- - ,1 8300 PVC 'I -- - 8" - I PICTURE WINDOW 7 5/8' MAX O.C. I IMPACT MAX O.C. (TYP.) i (TYP.) _ - I _ a Z Qz3 p owo ojwop • TALLAT INSTALLATION 0 Q 0)Z 3}0.M m_ O AN P.) O ANCHOR(NP.) D. r w Z I-3 x Z Z22QD:w00 O z- �Z F D O Z 00u) D0- < UF>_ OO20 Q I-I=- �� A )w0 !WW , WWOW E2 z 0 J a r I I I I I I I x 1c _ _ . _ L.\`` ,,��*�`PtyORFW,T,O.. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) Sv• No 58201 p DP+/-65 PSF DP+/-65 PSF :k: * :*r G91. STATE OF :tV: . ,i.....iontA.t.. ss'• 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. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE._ 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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. 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 8: REV.: 1 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/AAMAANDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT // T7/7Ry !Mg.di SEE TABLE 1 SUBSTRATEC(S((TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS r( 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATEBY S 1900 SW 44TH AVE. I MIN.EDGE DIST. SEE TABLE 1 TABLRE 1 OCALA,FLORIDA 34474 • SEE TABLE I 114"MAX SHIM [ SEE WWW.CWS.CC Y SUBSTRATE BY OTHERS A Wil ' MIN.EDGE DIST. J SEE TABLE 1 SEE TABLE 1 0„ MIN.EMBEDMENT8300 PVC - PERIMETER SEALANT SEE TABLE I INSTALLATION ANCHOR i �1�.1 PICTURE WINDOW BY INSTALLER I SEE TABLE 1 Jim INSIDE AND OUT + ', MIN.EMBEDMENT �� / SEE TABLET IMPACT ! FLANGE BYEINSTALLER �pr_ � ❑� ' ' Q Z• Q Z O 4 —1/4•MAX SHIM - g PERIMETER SEALANT Z W w OO co a I W-O W ' PERIMETER SEALANT BY INSTALLER W Z O Z ~zl- BY INSTALLER INSIDE AND OUT Q }O [� 4 INSIDE AND OUT INSTALLATION ANCHOR Z 2 2 g Q w 0_ SEALANT BEHIND6j 2 F-K SEE TABLET 0 OF-p QWOO FLANGE BY INSTALLER SEALANT BEHIND V U Z n'F-y O- II,' FIN BY INSTALLER Z ZOO Z I-7 y INSTALLATION ANCHOR B HORIZONTAL SECTION C HORIZONTAL SECTION Q -Z LL O O W Z SEE TABLE 1 SO TYPICAL JAMB ANCHORAGE O TYPICAL FIN ANCHORAGE 1 Q g O W 1,-.-5 F O- HEAD AND SILL SIMILAR FOR FIN INSTALLATION I'' O >} ZO W WOW O1OWCOW SEALANT a O F• II~a w3,� 1/4"MAX.SHIM ��\\ Q. `�NOREW����i� . HIND FLANGE BYE INSTALLER ``,`'P'CEiV' ��'43`.,, .?..§,...' 1-1x7 t7 OPS-�\ SF•.P2 L PERIMETER SEALANT �` tf v 1� No 55201 BY INSTALLER MIN.EMBEDMENT ii,4,'0 t * kC INSIDE AND OUT SEE TABLEII1 Q: STATE OF :`'/ ,,,, /, i `!.• mac``��.Z O R 10P,:��,. SUBSTRATE BY OTHERS irer 'moi SS ANOl SEE TABLE 1MIN.EDGE DIST. '��<+nNA�� �`�` SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION HEAD BY INSTALLER O TYPICAL SILL ANCHORAGE 111 / 7a 72- 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS ' LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE 1.MI BEDM T MIN.EDGE DIST. _-_EL 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"I1W TAPCON / 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON L/ 1^ 1• INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION ...• HEAD AND SILL SIMILAR FOR BOX INSTALLATION ' FLANGE 2X MIN.SOUTHERN PINE(G=0. 55) • 3116"ITW TAPCON 1-i/8- 7/8" -- •-- INSTA4LATION 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: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR 11W 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 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MINI.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE7/18^ 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: FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 .8OF8 • 4