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HomeMy WebLinkAboutProduct Approval (6) cat L L 16 N S Cxf3Ci'�CT1G';pliuffi3 `nfi'� ry lit tti:7;+;ie i a; BCIS Home I Log In User Registration I Hot Topic i Submit Surcharge I Stats&Facts I Publications I FBC Staff BCIS Site Map I Links i Search Florida N, +q �21",�ProductApproval dl(Fq USER:Public User mdrS - '� Product Approval Menu>Product or Application Search>Application List>Application Detail L^Ca�CTa.uol FL# FL9520-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE R') Validation Checklist- Hardcopy Received Certificate of Independence FL9520 R6 COI EvalRep CWS-836A(3 in Mull. IMP).pdf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009• _ PA TAS 201/202/203 RECOPY Equivalence of Product Standards -- --- - Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summa of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS-836A(3 in Mull, IMPZpdf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRep CWS-836A(3 in Mull IMP).pdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS-837A(4 in Mull. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions EL9520 R6 AE EvalRep CWS-837A(4 in Mull. IMP).12d and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS-838A(5.5 in Mull. IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRep CWS-838A(5.5 in Mull, IMP).odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use, Baclk Plext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 emalls 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: WE ECEect EN Credit Card Safe f.�L- d n „ D11•Tim L URN R 1239 Jabara Ave. 1 North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i 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 5th Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. 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-836A, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1, 4 A, -2, -2A, -3, and-3A, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: o May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A o Is Large Missile Impact Resistant and does not require the use of shutters o May be used in the High Velocity Hurricane Zone o May only be used with Custom Window System, Inc. windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. o Requires 6063-T6 aluminum mullion and clip extrusions. 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 v} UREj�i+r���,r 4,0 4* = 4/27/2015 �'o= cr STATE OF i4u Lucas A. Turner,P.E. FL PE#58201 � k,% Lucas A. Turner 2015-04-27 21:00-04:00 � 3" PVC MULL BAR - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ���• SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH WIN��/SYSTEifIS VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 W W W.CWS.CC 2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL. 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD O DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. N H 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER c p DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. ANCHOR CLIP ———- - --——— — —— —---- --- -- —-- — ANCHOR CLIP Y •. A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m 6 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE V) APPROVAL o Z B 0 v 6 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY z W REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, n¢w O Or BUILDING OWNER OR CONTRACTOR. o a 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS ¢ U DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY a Cl) X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. ¢ 0 Z Q 4 Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE itin��r SUNIT WIDTH HOWN HERANID HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS `,,L.00"IL111f fir"101 0 0 9 9 ANCHORCUP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. J VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. 4,•' No 58201 .-P EXAMPLE HORIZ/.VERT.MULLION FOR SECTION VIEW ONLY ANCHOR CUP '9�: STATE OF -- O di Lucas A.Tumer '�.�F•:,L0Rkp , N2015-04-27 �''�SS� ... 21:00-04:004/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 I X I SHEET DESCRIPTION: JL� I I TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 __ _ - -- -- DRAWN BY. DATE: DP CHARTS.................................................2-3 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP ADE 09/27/12 EXTRUSIONS.................................................5 DWG#: REV.: SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-636 A CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY INSTALLATION DETAILS..........................9-10 SCALE: SHEET 125 1 OF 10 Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. OPENING SIZE in.) BENS I 39 45 51 57 63 69 75 3/8 81 87 93 99 107 318 114 120 126 132 138 145 3/8 1900 SW 44TH AVE. 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1900OCA S44THFLORIDA E. 34474 cE 42314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WWW.CWS.CC = 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 3rr PVC Z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 j 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 MULL BAR 65 65.0 65.0 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 IMPACT68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5 72 1 65.0 F 6-5.0 65.0 65.0 1 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: v ui NON-INTERSECTED IMPACT 3"MULLION 1755,HORIZONTAL OR VERTICAL,USING(PER END): o 0 1522 CLIPS -(4)#10 SCREWS INTO WOOD or METAL Y co -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD LU m -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK m Z LL 0 Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC'3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each and of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. a O W CC o - OPENING SIZE(In.) W U 39 1 45 51 57 63 69 75 3/8 81 87 93 99 107 318 114 120 126 132 138 145 3/8 Qo Co 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 c 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ¢ OZ = 48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 0110111or"t, Lu 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 �J``g PN�R.... -+ L68 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 ��.GP.•y�GENg�.•Qy.�� 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 :• No 58201 2 65.0 65.065.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 o , STATE OF DP CHART IS FOR: O•. •�4J NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: �O?:•'�_�`' 1.THE MULL BAR IN FOCUS FOR ANY GIVEN i,�ISS . 1776 CLIPS CONFIGURATION IS SHOWN IN BOLD. ��i,iONA� 0 -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) x� -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CLIPS. AN 4/27/2015 INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. S.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. VERTICALMULLION VERTICAL MULLION VERTICAL MULLION VERTICALMULLION NORTH PORT,FL34288 r TWIN TRIPLE TWIN/TRIPLE PH.941-380-1574 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION: T DP CHARTS w NON-INTERSECTED x w ? ~ U) OS ZENG MULLS J J W w N DRAWN BY: DATE: r w z ADE 09/27/12 L LO W DWG k: REV.: I LI II 11 LII I 70-- CWS-836 A - , OPENING SIZE-� -+-I OPENING SIZE{-- h- OPENING SIZE-----I -•i OPENING SIZE f - Ir-MULL LENGTH --I i 1^MULL LENGTH --I MULL LENGTH I� -i SCALE: SHEET 1:1 2 OF 10 Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD,or 1776 clips With six(6)910 Screws into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. �r//7((Vfrim OPENING SIZE(in.) VVIN�VV&Y6TEf'9S 39 45 51 57 63 69 75 318 81 87 93 99 110 318 114 120 126 132 138 145 3/8 1900 SW 44TH AVE. 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474 c 42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC = 48 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0. 50.0 6 531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3��PVC Z 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR W 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 IMPACT 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 n DP CHART IS FOR: N INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): o 0 Y 1522 CLIPS -(4)#10 SCREWS INTO WOOD or METAL w m -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Z -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK cc p rn 1767 CLIPS N z > -(6)#10 SCREWS INTO WOOD or METAL Iz O w (6)3/16"ITN/TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a- a (6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK w g < U � LU W 7 O ¢ O z ODRE61r�T�i�� TWIN/TRIPLE HORIZONTAL MULLION ��Gp....ENSFG, !'�� VERTICAL MULLION r t No 58201 •:��: *. .* --- -- :9� STATE OF 'tub SINGLE w z TWIN ��i CC O R 1 -- -- CL O ITRIPLE1 ,���SSrONA� ����` L I UNITS IBELOWI f I II II 4/�015 OPENING SIZE --I I-- MULL LENGTH" LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE: BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS. AN DWG p: REV.: INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: T TO.THE SUBSTRATE AND OTHER MULL BARS. SHEET 3 EE 10 ITEM PART# DESCRIPTION 'T'MULLBAR CLIP "L"MULLBAR CLIP 1 H-1758 1 3/8"x 3"MULLION-TUBE LINE ITEMS NOT USED: FRAME TYPE OPENING (F-1522-XXX) (F-1767-XXX) 2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note—below) 5-6,12 NEW F-1522-013 F-1767-007 I 3 #10 x 1 112",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS 4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. 7 S-1897 MULLION CLIP FIN NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 8 SEALANT RETRO F-1522-013 F-1767-004(L&R) W W W.CW S.CC 9 S-1895 I DRIP CAP_ NEW NOTRECOMMENDED F-1767-001 10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 .3"PVC 11 S-6018 MULLION INTERIOR COVER 13 P-3486 MULL BAR CAP MULL BAR 14 F-1522.013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3°MULL CLIP,STANDARD 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT 18 F-1767-D04RIL-ANGLE 3"MULL CLIP,'FIN,RIGHT N 19 #10 HEX WASHER HEAD TEK SCREW 20 #10 FH TEK SCREW } USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT w m o Z LL 0 1 314' 1/2' 11/16" 903' �1 7/16" 1 7/16" 32" rn 7/16' � 7/2° I ¢ w . 11 0 cc 11/4" 10 9 i:� � �+-7/i6" 7/i6• nw. I- 1l16 L 1116" 1l16' - I CC D. DRIP CAP S-1895 1 13116" (1 15/16"1 1 13/16" 3/8 1 < U MULLION INTERIOR 1 3116' W COVER S-6018 FLANGE ADAPTER S-1896 o w 2 7/16" 1L� O 711/16' (1 7/8") Q O F--1 3/8°--{ �� 071 (TYP) 41l8• lz I I , �� "t I . 1 ,y PpA0RE. �Gpi TOPVIEW 27/16" 15/16' y.`JC�P.•�,\C'EHSF•.�y�� 2 t3/1s"L No 58201 VP 21l16'--{ L 5/8• �13/4"�13/8' 1 t 3/16" 118, 2 3/16" i�Fs Q R l . C7,: 3'MULLBAR H•1758 L ����iS�OI......... I I��+,�` MULLION CLIP S-1897 4 7/8" 4/27/2015 14 —{ 2114` LUCAS A.TURNER,P.E. F-1 FLAN 6 FIL39 A#RA Al 118. RETRO FLANGE CLIP 1239 JABARA AVE. SHEET NORTH PORT,FL 34288 4-1 PH.941-380-1574 4 7!6"� DESCRIPTION: / F-1522-013 /1 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK DRAWN BY: DATE: TO REMOVE FIN FOR FRAME ATTACHEMENTTO MULL BAR AIDE 09/27/12 DETAILA DWG#: REV.: TYP.FIN FRAME 3:1 CWS-836 A SCALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 FRAME TYPE OPENING 'T'MULLBAR CLIP "L"MULLBAR CLIP (F-1522-XXX) (F-1767-XXX) �p/7(tv�}�7YYjj• FLANGE NEW F-1522-013 F-1767-001 WNDOW SYSTEMS � RETRO F-1522.006 F-1767-001 1900 SW 44TH AVE. NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA34474 FIN RETRO F-1522-013 F-1767-004(L&R) WWW'CWS.CC NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 .311 PVC MULL BAR IMPACT I I 17 18 I N !- I o 0 I Y w m I '---231,V -2114" fA m 0 I a U) I Nz > cc Q w 1 5/8" (2 3/4•) 2 7/16" o I Lu� co LU I 7/16"THRU(TYP) I+ 1/4-THRU(TYP) 1/2" Q Z I OUTSIDE ,�SttUurrl��, I ` DRE6tl 1 114"UYP) 7/16"(TYP) �GQ�?.��G E NS� 3/8" fie"CD -4 No 58201. 1 5/8° 123ra•! 1518, 3" � OF :4u CD 16 •����F;'<0 R�1 P CjN=��• L 6 718" 4/7 2015 1/2" 1 I LUCAS A.TURNER,P.E. 23/4" 2 3/4° I "L'ANGLE 3"STANDARD MULL CLIP-F-1767.001 FL PE#58201 /z^ 5• S• I 1239 JABARA AVE. 'L'ANGLE 3'MULL CLIP,FIN(LEFT)F-1767-004L. 'L°ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-0D4R i PH.941-380-1574 NORTH PORT,FL 34288 OUTSIDE I SHEET DESCRIPTION: EXTRUS[ONS I DRAWN BY. DATE: ADE 09/27/12 DWG#: REV..- CWS-836 A scALE: SHEET I 1:2 5 OF10 I I I I WINDOW SYSTEMS 1900 SW 44TH AVE. I I I I OCALA,FLORIDA 34474 W W W.CWS.CC 3"PVC SEAL BEHIND FLANGE I MULL BAR SEAL BEHIND FLANGE p I PRIOR TO ATTACHING p I LENGTH APPLY AL WINDOW ANT ALONG FULL FRAME p IMPACT PRIORTOATTACHING TO MULLION 2 TO MULLION I Q II 2 I GROOVE PRIOR TO ATTACHING COVER 1 m 9 1 I 9 I I 11 v lL 11 I 11 11 FIN MUST BE REMOVED �jp I p v p I WHERE WINDOWS I o CONNECTTO MULL I y I I wmc/) I I o z O LL a (A I i Nz > Lu HORIZONTAL MULL BAR SECTION I �1 HORIZONTAL MULL BAR SECTION I AQVERTICALHORIZONTALMULL BAR SECTION w O s FLANGE FRAME WINDOW I s FIN FRAME WINDOW I s BOX FRAME WINDOW w a- I I o0 I I "' � o -------------------I------------------------L-------- ———— ---- I I ¢ z APPLY S11 1 2 I 11 1 2 F LENGTHPRIOR T OF O AT7ACH N ALONG FULL DR P ``��� [10REWilT���'' I I I ADAPTOR 1`�.GQ.�.��G E NS��•..;piLii�+ No 58201 •:�7� - I FIN MUST BE REMOVED I 0 1 WHEREWINDOWS Z9 STATE OF .1L: CONNECTTOMULL I Ton roO�.•��, _ _ I i� C0 R0 �`�4SFONA1 r lUhnntT,t�� DETAIL A z 4/27/2015 SEAL BEHIND FLANGE I SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING 10 (SEE DETAIL B) LUCAS A.TURNER,P.E. PRIOR TO ATTACHING I TO MULLION I APPLY SEALANT ALONG FULL FL PE#58201 TO MULLION I I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 BQVE I RTICAL MULL BAR SECTION I �ZVERTICAL MUWLL BAR SECTION I ADAPTOR 1 PH.941-380-1574 ©FLANGE FRAME WINDOW I �6f FN FRAME INDOW L SHEET DESCRIPTION: SECTION VIEWS MULLS I I DRAWN BY: DATE: I I ADE 09/27/12 I 10 DWG#: REV.: I I DETAIL B CWS-836 A I I SCALE: SHEET 1.2 6 OF 10 WINDOW SYSTEMS Q C) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC A CD O ------ 3„PVC Ir MULL BAR Jii IMPACT —111i a� riUL=it ..r 1ni N H Y A 17 g } w m TOP VIEW SECTION VIEW A-A U Z FIN FRAME m p v S2 > D1 Zw W O a d cr w 1= LU ¢ U 2 5-MULLBAR(H-1760) a O (SEE SEPARATE APPROVAL FOR 2 4-MULLBAR(H-1759) 2 •- APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR Q 0 C� APPROPRIATE DP CHARTS) I I I I IZI %it fill 9 9 9 �.VP:�� SF•.;Qiy.� O 1 J,.•'• No 58201 SEE NOTE 1 7 1 1 'MAX.EDGE DISTANCE -- SEE NOTE 1 7 izz 11L16'MAX.EDGE DISTANCE � SEE NOTE 1 7 �-MAX EDGE DISTANCE '13� STATE OF :�4u sONA •�� � 1 1 19 SEE NOTES 1&2 1 19 SEE NOTES 1&2 19 SEE NOTES 1&2 (1 EAJCLIP) (1 EAJCLIP) �✓�' (1 EAJCUP) SEE NOTE 4 0 SEE NOTE 4©0 SEE NOTE 4 20 4/27/2015 �C1 5'HORIZ TO 3'VERT.MULLBAR SECTION ��4'HORIZ.TO 3'VERT.MULLBAR SECTION 3'HORIZ.TO 3'VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. 7 FLANGE FRA E WINDO' 7 FLANGE FRAME WINDOW �J b E I FL PE#58201 uW 1239 JABARA AVE. NORTH PORT,FL 34288 NOTES: PH.941-380-1574 1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(OTY 1)AND 20(OTY 1),AS SHEET DESCRIPTION: SHOWN ABOVE SECTION VIEWS 2. PRE-DRILLED HOLES(THRU HN CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9132'AND A MINIMUM CENTER TO CENTER SPACING OF 112". - DRAWN BY. DATE: 3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO•MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG#: REV.: MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CW S-836 A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: T CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. SHEET 1:2 7 EE 10 NOTES: �y 1.THE MULL BAR IN FOCUS FOR ANY GIVEN lI Tll1CC1 //� • CONFIGURATION IS SHOWN IN BOLD. V(511�)(YlU/ I TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL VVINDOW SYSTEMS VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. r r THROUGH THE USE OF MULL BAR CLIPS.AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW,CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. �— 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED J J x x TO THE SUBSTRATE AND OTHER MULL BARS. 3" PVC "J MULLBAR Z. IMPACT J J I I I LI �II II � F-- OPENING SIZE—^I OPENING SIZE E OPENING SIZE OPENING SIZE F-- o � `1 � co TWIN/TRIPLE HORIZONTAL MULLION w cow TWIN TRIPLE TWIN/TRIPLE VERTICALMULLION 0 ZO HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION T to�- I} N N Z LU _____ Q Q cc N ,{_ OPENING o c7 ISINGLEI d IN ~ a f 0 SIZE w z -TWIN w [Y z y J a I OR I a V a z ——— _— o ITRIPLEI as w UNITS x m w am Q Z o L I i I--MULL LENGTH --I T_I--MULLLENGTH —^I MULLLENGTH -I I I OPENING SIZE � E MULLLENGTH---� ��PNpREH'+T+i��� No 9 STATE OF 1�� _ NOTES: 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE y WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4/27/2015 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL34288 4.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 PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 5.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-1 X BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY., DATE: ADE 09/27/12 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY.DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 A 8.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), FMAANDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) T 1:1 8 SHEET 10 WIPdOOFP/SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 3"PVC MULL BAR IMPACT rRETRO FIT °L"ANGLE MULL BAR CUP I MULL BAR CLIP TWO REO'D PER EACH END OF MULL �n LE FL�I MULL BAR - MULLBAR 4 IF INSTALLATION ANCHOR ,r �` 1 J' INSTALLATION ANCHOR w m � SEE TABLE 1 �I i SEE TABLE 1 � JL, l ADD STRUCTURAL ELEMENTS L -L _ o Z SEALANT ALONG - _ J _ L ADD STRUCTURAL ELEMENTS m O AS REO D TO MAKE LEVEL FOR SEALANT ALONG _ LL OUTSIDE EXPOSED - ---+— - OUTSIDE EXPOSED — - AS REO'D TO MAKE LEVEL FOR EDGE BY INSTALLER MULL BAR MULL BAR EDGE BY INSTALLER N z W PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER MIN.EMBEDMENT BY INSTALLER aw INSIDE AND OUT MIN.EMBEDMENT a SEE TABLE 1 IN AND OUT SEE TABLE 1 w OG U SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS (L p SEE TABLE 1 SEE TABLE 1 I 1 MIN.EDGE DIST. MIN.EDGE DIST. ¢ Z SEE TABLE 1 SEE TABLE 1 D VERTICAL SECTION (E�VERTICAL SECTION \\\tur++++++4 9 TYPICAL ( TYPICAL FLANGE D AND JAMBS FOR FLANGE INSTALLATION 9 HEAD AND JAMBS( "L"ANGLE)ANCHORAGE HEAD SIMILAR FOR FLANGE INSTALLATION ����`9 ��UP•:\\ SF•�p'y� v: No 58201 °•�� *: Ar 113% STATE OF :WAl z� 4/27/2015 NOTES: LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. - FL PE#58201 TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1° 3" AFTER INSTALLATION. PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" 3. SHEET DESCRIPTION: HOLLOW or GROUT-FILLED CMU(ASTM 0-90) 1/4"ELCO ULTRACON 1-1/4" 2-112" UN T AS N EDEDMULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS 2X MIN.SOUTHERN P 3116"ITW TAPCON PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" 4.FOUR(4)ANCHORS REQUIRED PER"T°MULL CLIP,SEE SHEETS 2-3. FLANGE THREE(3)ANCHORS REQUIRED PER"L'MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" ADE 09/27/12 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 5.SEAT MULLION TIGHT TO MULL CLIP. DWG#; REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.06T 7116" 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A 1/8'ALUM.( / 7/16" SPECIFIC INSTALLATION DETAILS. SCALE: 1/8°STEEL(33 KSI SI MIN.)MIN.)OR DRILLING GRADE 5 SELF;TAPPING LLING SCREW THRU 0.125"FULL THREAD SHEET 1:2 9 OF10 4A'11WDOW sysT€c�s 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 3"PVC MULL BAR IMPACT RETRO FIT •L•ANGLE CLIP v iii MULL BAR CLIP TWO REO'D PER EACH END OF MULL N II MULL BAR �rl MULL BAR Y � } � } W 0] JL�1S L JCS JR - INSTALLATION ANCHOR '--�r �F-= -r" INSTALLATION ANCHOR m ZO SEE TABLE1,BHT9 SEE TABLE1,SHT9 LLJL wZWSEALANTALONGE - SEALANTALONGE 5 OUTSIDE EXPOSE . OUTSIDE EXPOSED a F_ EDGE BY INSTALL °o EDGE BY INSTALLER O°ti°;; W tt EXTERIOR FINISHori MIN.EMBEDMENT EXTERIOR FINISH °eri __ _ _ MIN.EMBEDMENT a 0BY OTHERS •oL - -- -- - SEE TABLE 1,SHT 9 BY OTHERS • 1 — - - SEE TABLE 1,SHT 9 a WPERIMETER SEAL PERIMETER SEALANTBY INSTALLER BY INSTALLER2 ZINSIDE AND OUTo°; INSIDE AND OUT SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1,SHT 9 SEE TABLE 1,BHT 9 °".°• `�P��P1j�RE(1!r���i e• o r MIN.EDGE DIST. MIN.EDGE DIST. p� 9:•G E q,i".�/ ��� SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 �.� �F1 VERTICAL SECTION GP �G�VERTICAL SECTION No 5$201 •;fib 10 TYPICAL FIN(RETRO FIT)ANCHORAGE 1 D TYPICAL FIN(°L'ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION, HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION `- �-G: :cc �9; STATE OF O�fi•�C O R 1 O P:N, 4/27/2015 LUCAS A.TURNER,P.E. NOTES: FL PE#58201 1239 JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 2.RECESS RETRO MULLION CLIP 3/8"'MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: UNIT AS NEEDED. INSTALLATION DETAILS 3.FOUR(4)ANCHORS REQUIRED PER,rr MULL CLIP,SEE SHEETS 2-3. FIN THREE(3)ANCHORS REQUIRED PER V MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 4.SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/12 DWG#: REV.: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A SPECIFIC INSTALLATION DETAILS. SCALE: SHEET 1:2 10 OF 10