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HomeMy WebLinkAboutProduct Approval (2) r lonaa sullding Code Online Page 1 of 2 OCT 0 8 2015 i 1 e aP a iso 3 r` {afl ;i>> c= BCIS Home Log In User Registration ; Hot Topics Submit Surcharge Stats&Fads Publications fBC Staff ; BCIS Site Map ' W s Search Buslnes o�°�Approval Professional sc User P'eulat1io ri Pwckyct Arnayai Menu>Product or Application Search>Ardication List>Application Detail FL# FL9520-R5 00 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CustanWndov,: yseS � c,_. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category ndo ` Subcategory Llutlion_s<<_, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer d 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 04/10/2016 Validated By Steven M.Urtch,PE Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R5 COT EvaiReg CWS-836A(3 in Mull,TMP).odf 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 1494 Equivalence of Product Standards Certified By hft://www.flori(lahuilding_nrg/nr/nr arm tit] -- Florida Buffiliffig Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summa rV of Products EL# Model,Number or Name Description _ L�Alurf�TG-be�iu Fp- T—aMlw" Ide ,onzontajR,Flw&Qarg e LPPitatj6nsFqMPAGn �7 Limits of Use Installation Instructions Approved for use in HVHZ-Yes FL9520 R5 Il CWS-836A(3 In Mull,IMP).Pdf Approved for use outside HVHZ,Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalReD CWS-836A Q In Mull,IMP).Pd 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 8t Flange I applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 11 CWS-837A(4 in Mull,IMP).pdf 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 R5 AE EvalRep CWS-837A(4 in Mull.IMP).odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 3 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin& I Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 11 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 R5 AE EvalRep CWS-838A L5.5 in Mull,IMP).pd and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. FB.7,k FNe-.-tl Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 'rho State of Florida is an AA(EEOemployer.Copyright 2007-2013 State of Florida.,:Privacy State:erit:.Accessibility Statement::Refund Std 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 notsend electronic 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 licenses.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 bKIL. product Approval Accepts: ff"15 M, Elm ,xi'.urit"ti i i,;,, httr)://www.floridabtiiiding-orcr/nrfnr n-nin tit] caw$ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 301 PVC MULL BAR IMPACT RETRO FIT —•--"L"ANGLE CUP MULL BAR CUP TWO REQ'D PER EACH END OF MULL od MULL BAR MULL BAR z INSTALLATION ANCHOR INSTALLATION ANCHOR 0 SEE TABLE 1,BHT 9 4j SEE TABLE 1,BHT 9 > SEALANTALONGEZ ir 0 SEALANT ALONGE OC OUTSIDE EXPOSED o.d OUTSIDE EXPOSED EDG E BY INSTALLER EDGE BY INSTALLER EXTERIOR FINISH MIN,EMBEDMENT EXTERIOR FINISH MIN.EMBEDMENT BY OTHERS SEE TABLE 1,BHT 9 BY OTHERS SEE TABLE 1,BHT 0 Wp P RIMETERSEALAN PERIMETER SEALANT v i BY INSTALLER q o, BY INSTALLER INSIDE AND OUT o c f INSIDE AND OUT -:... SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE i,BHT 9 "Ittiftfoll, SEEABLE i,BHT 9 —1* A RE VV, 'lot, MIN,EDGE DIST. MIN.EDGE DIST. r . .......... /—F-'\ VERTICAL SECTION SEE TABLE 1,SHIT 9 / r.\ VERTICAL SECTION SEE TABLE'BHT 9 00 j..-1"No E Ne 0". ft,*5. .N 10 TYPICAL FIN(RETRO FM ANCHORAGE 10 TYPICAL FIN('V ANGLE)ANCHORAGE No 58201 -Z HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS,SIMILAR FOR FIN INSTALLATION STATE OF 4127/2015 LUCAS A.TURNER,P.E. NOTES: FL PE It 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 3B"MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: UNITAS NEEDED. INSTALLATION DETAILS 3.FOUR(4)ANCHORS REQUIRED PER-T-MULL CLIP,SEE SHEETS 2-3. FIN THREE(3)ANCHORS REQUIRED PER-L-MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: C SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/12 -ovrrl-#—.. wgv.—. 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A SPECIFIC INSTALLATION DETAILS. SCALE: SHEET 1:2 10 OF 10 GENERAL NOTES: 3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED To COMPLY WITH ago—am—mm SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HICaH 190D SW 44TH AVE. VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL OGAIA FLORIDA 34474 D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W W W,CWS.CC 2.CONFIGURATIONS(SEE SHEETS 2-3).VERTICAL OR HORIZONTAL. 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. .31# PVC - (REFER TO SHEETS 2-3) MULL®Aid 4.ANCHORAGE.THE 33 1/3°/>STRESS INCREASE HAS NOT BEEN USED IN THE IMPAU DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. v ui 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o 0 ANCHOR CLIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. x 5a ANCHOR CLIP A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT Ch( 7 APPLY ONLY TO THE MULLION,WINDOWS MUST BE APPROVED UNDER SEPARATE Z ( 6 ( ( APPROVAL. Ll _O ( O e O I( O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANYLD :ky APPLICABLE LOCAL LAWS BUILDING CODES,ORDINANCES OR OTHER SAFTEY cc Oto (� ( REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, wa ( ( BUILDING OWNER OR CONTRACTOR, a LL ( ( ( ( 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS 8 ( (( DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY 5 o CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR ( X ( X X EXTRUDED ALUMINUM. ¢ °z ( ( 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE i+uerrrirr T Q (( Q ( UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 0 0 8 9 ANCHOR CLIP i I.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. �jOP�'.ytC FN s40•R�(�f. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. No 5$201 EXAMPLE HORIZ/.VERT.MULLION FOR SECTION VIEW ONLY STATE OF +' ANCHOR CUP Lucas A.Tumercl`-.4o R ti:©A.ti�'�;•' - - - 2015-04-27 �'�is lCiNlo; ,a 21:00-04:00 O i O 4/'x� LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 V X SHE 0 C O ' P 4 A i GENERAL NOTES AND TABLE:OF CONTENTS ELEVATIONS GENERAL NOTES s ELEVATIONS...............1 DRAWNs ' A DP CHARTS........................... ADE 09/27/12 BOM&EXTRUSIONS.....................................4 ANCHOR CLP -DWG u: EXTRUSIONS.................................................5 SECTION VIEWS.........................................6.7 EXAMPLE VERTICAL MULLION FOR CWS-836 A CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY SCALE: SHEET INSTALLATION DETAILS..........................9-1D 125 1 OF 10 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,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"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 5m 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,-lA,-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: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • 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. • 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. ',tO; oREW fke N- 4/27/2015 =moSTAT p 01: .4u Lucas A.Turner,P.E. FL PE#58201 Q R I N -%,0N % AIJ� Lucas A.Tumer "IfI11612015-04-27 21:00-04:00 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & 11\ Ph. 941-380-1574 TCONSULTING, INC. JBPE 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'h 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 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,-lA,-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: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • 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. • 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. ON"as 4 %A0 RE Ke N. 58201 -P 4/27/2015 STATE 0 r :fu Lucas A. Turner,P.E. 4u FL PE 458201 0 R I N Lucas A. Tumer 2015-04-27 21:00-04:00 GENERAL NOTES: /f 3" PVC MULL BAR - LARGE MISSILE IMPACT 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 VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1800 S1900OCAS FLORIDAW 44TH AVE. E. 34474 D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBG. WWW.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 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT I 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. ul 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER a 0 ANCHOR CUP — — — — —— — ANCHOR CLIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m s I j ( I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE z I 1 II I APPROVAL. O I 0 g O I I O I 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY o •• } I I I I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY W I I I( I REQUIREMENTS OWNER CONTRACTOR. RESTS O THE ARCHITECT,ENGINEER OF RECORD, o 0 a BUILDING I I I I Ul cc 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS ¢ y I I I I DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY 4 I X I I X I I X I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 1<'l 4 I Q 114 I 10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE ++rtutugtr UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. +��`��.......... G F E D ANCHOR CLIP 4��Oq 1D 10 s s 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. } :in VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. Na 5$201 :9 EXAMPLE HORIZ/.VERT.MULLION FOR SECTION VIEW ONLY :ro crc STATE OP ANCHOR CLIP Lucas A.Turner %c OR>fl D;rN At; -- -- -- -- 2015-04-27 f�'��is'oNa % 21:00-04:00 0 0 � 4!27!2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH,941-380-1574 X X SHEET DESCRIPTION: L NOTES TABLE OF CONTENTS 4 GENEELEVATIIONS AND GENERAL NOTES&ELEVATIONS...............1 —— —— — D AWN BY. DATE: DP CHARTS.................................................2-3 ADE 09/27/12 BOM&EXTRUSIONS,....................................4 ANCHOR CLIP EXTRUSIONS.................................................5 DWG&: R V.: SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-836 A CONFIGURATIONS&ANCHOR NOTES., .8 PVC WINDOWS FOR SECTION VIEWS ONLY SCALE: SHEET INSTALLATION DETAILS..........................9-10 1:25 1 OF 10 Design Pressure Chart(PSF)for NON-INTERSECTED fm pact PVC 3"Mullion H-1758,with 1522 dips using four(4)#10 Screws into WOOD or METAL or 3/1 S"ITW Tapcons or ELCO ULTRACONS into SOLID CO CRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. OPENING SIZE an.) GLOW 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 138 145 318 190D SW 44TH AVE. LLI��J 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 OCALA,FLORIDA 34474 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 „PVC, 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 63 80.0 80.0 80.0 80,0 80.0 80.0 1 80.0 1 80.0 78.9 76.6 74.8 72.5 65.0 65.0 MULL BAR a 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ss.0IMPACT 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 65.0 63.5 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 ,n DP CHART IS FOR: NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): o 0 1522 CLIPS x -(4)#10 SCREWS INTO WOOD or METAL w m (4)3/16"ITN/TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD U) (4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK Z U. O ----------------_.- _-------------- ------------- ------------ a co LU Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(S)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w a WOOD pereach end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. o a OPENING SIZE(in.) ' u 39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 a 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 423/4 80.0 8010 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 80,0 ¢ C) 483/4 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 60.0 65.0 IL I 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 r+ *, z 57 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 65.0 65.0 65.0 + r 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 65.0 65.0 P G�y'f`�. 65 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 :.Ji7' No 58201 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 "A STATE OF DP CHART IS FOR: 0� g�C 1. + � �.� NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: OR`© �� `.` THE MULL BAR IN FUS FOR ANY GIVEN 1776 CLIPS 1 CONFIGURATION IS SHOWN N BOLD. '�i����ON p'' +rrr (6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL (6)3/16'nTAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) x� THROUGH THE USE OF (6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK BAR WILL ALWAYS BE MULL SAL CLIPS. AN INTERSECTED MULL B 4127/2015 ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.H. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TWIN TRIPLE TRANSOM OVER TW IN TRANSOM OVER TRIPLE TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,FL 34288 7- TWIN TRIPLE TWINITRIPLE PH.941-380-1574 i) HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION, DP CHARTS r NON-INTERSECTED OPENING SMULLS W z N SIZE DRAWNB : DTE: z ADE 09!27!12 0O _DWG#; REV.: t II LI L o CWS-836 A OPENING SIZE-+i OPENING SIZE tom- F�- OPENING SIZE �I OPENING SIZE MULL LENGTH --4 T_F---MULL LENGTH - 4 MULL LENGTH scALE: SHEET 1:1 2 OF id FRAME TYPE OPENING MULLBAR CLIP "L"MULLBAR CLIP I (F-1522-XXX) (F-1767-XXX) 411. I FLANGE NEW F-1522-013 F-1767001 swtnvl� RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. I FIN NEW F-1522-013 F-1767-004(L&R) VOCAV,FLORIDA LORI A34474 RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 .3"PVC MULL BAR IMPACT I E 1� 19 I a o I W Ca- 2 3/4" 72314"-- -21/4" Z U. 0 fi WLu I > moa I 15!8" t2 3/4"} 2 7116' CL a W Q 318'(mt CL LU I 7116"THRU(TYP) 1/4'THRU(TYP) 112 < Z ( OUTSIDE �����i�NDRE61jtT4++ 1!4"(TYP) I 7/16"(fYP) .. .�Gt:�?. 1GEh� ;G�Q'✓ 318" 9/6° O ( v.•'• ND 58201 1518' I i0 STATE OF ;4v OR 1/a" 0NA I z� 6718" ( 4127/2015 112" 112" I LUCAS A.TURNER,P.E. 2 yq- 2 314" I 'L"ANGLE W STANDARD MULL CLIP-F-1767.001 FL PE 8 58201 5" ( 1239 JABARA AVE. 5" NORTH PORT,FL 34288 "L"ANGLE 3'MULL CLIP,FIN(LEFT)F-1767-0041- "L"ANGLE 3'MULL CUP,FIN(RIGHT)F-1767-DD4R i PH.941-380-1574 OUTSIDE I SHEET DESCRIPTION: i EXTRUSIONS I DRAWN DATE: I ADE 09127!12 DWG p: REV.: CWS-836 A SCALE: SHEET 12 5 OF10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL 1MAfpOW SYSTEMS VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. 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 z TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC W MULL BAR IMPACT OPENING SIZE-] OPENING SIZE OPENING SIZE OPENING SIZE 0 0 � Y HORIZONTAL MULLION W m TW IWTRIPLE z TWIN TRIPLE TWIN/TRIPLE VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION 55 O cr tC 4 � OPENINGz ISINGLEJ o a f SIZE TWIN OR N _, __ o )TRIPLE) I O O}--- a � !UNITS� zBW 0 MULLENTH MULLLENGTHMULLLENGTH ---MULLLENGTH - GENG3I 1 v r No 58201 '�9 r 9 STATE OF NOTES: F'• O R t 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 LG�� 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 r ref 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. 4127/2015 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. FLPE01 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 # WOOD MUST BE PROTECTED TO PREVENT REACTION. 123399 JABARA AVE. A NORTH PORT,FL 34288 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: S.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-1X 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-ST.—DATE: ADE 09/27112 7.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. -DVG#: R 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: SHEET FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 8 OF 10 rnNt� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 3"PVC MULL BAR IMPACT RETRO FIT `ANGLE MULL BAR CLIP MULL BAR CLIP F TWO REO'D PER EACH END OF MULL MULL BAR MULL BAR INSTALLATION ANCHOR ANCHOR 144, MULL BAR SEE TABLE 1 cn SEE TABLE 1 IL =L z ADD STRUCTURAL ELEMENTS ADD STRUCTURAL C) AS REO'D TO MAKE LEVEL FOR SEALANT AS REQ'D TO MAKE LEVEL FOR SEALANT ALONG 'ALONG URALELEMENTS TO D 55 OUTSIDE EX OUTSIDE EXPOSED EDGE BY INSTALLER L MULL BAR EDGE BY INSTALLER > N w PERIMETER cc SEALANT 9 PERIMETER SEALANT cc BYINSTALLER BY INSTALLER MIN.EMBEDMENT MIN.EMBEDMENT INSIDEAND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE I a cc as SUBSTRATE BY OTHERS— SUBSTRATE BY OTHERS— w SEE TABLE I SEE TABLE I MIN.EDGE DIST.. MIN.EDGE DIST. < SEE TABLE 1 SEE TABLE I rD`� VERTICAL SECTION /—E'*\ VERTICAL SECTION TYPICAL FLANGE(RETRO FIT)ANCHORAGE s TYPICAL FLANGE("L-ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION ......... AQ, STATE OF left lob%% �15f. 4127/201 NOTES: LUCAS A.TURNER,P.E. TABLE 1;APPROVED MULL CLIP INSTALLATION FASTENERS 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 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 KS1 MIN.) 3/16"[TW TAPOON 1. 3. AFTER INSTALLATION. PH.941-380-1574 CONCRETE(2,85 KSI MIN.) 3/16"ELCO ULTRACON 1,V4* I" 3.RECESS RETRO MULLION CLIP 3/8'MAX.FOR CLEARANCE OF WINDOW SHEET DESCPTION: RI HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4' 2-112" UNITAS NEEDED. INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPGON 1-3/8" 7/8" 4.FOUR(4)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2n& FLANGE OR ELCO ULTRACON 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 1-31W 7/8" ADE 09/27/12 16 GAUGE(0.080')MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULLTHREAD -11 5.SEAT MULLION TIGHT TO MULL CLIP. DWG ft: REV.: (33 KSI YIELD M" TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 CWS-836 A 1/8"ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF TAPPING FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" SPECIFIC INSTALLATION DETAILS. sOALEs SHEET 1:2 9 OF 10 vhHly 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 3"PVC MULL BAR IMPACT PETRO FIT 'C ANGLE CUP MULL BAR CUP TWO REQ'D PER EACH END OF MULL < —MULL BAR MULL BAR m rn JL INSTALLATION ANCHOR 1r—�-'— —-1 j INSTALLATION ANCHOR z SEE TABLE 1,SHT 9 il I I SEE TABLE 1,SHT 9 U. 0 L _J v UJ GC J6= L LU SEALANT ALONGE cc SEALANTALONGE OUTSIDE EXPOSED OUTSIDE EXPOSED EDGE BY INSTALLER EDGE BY INSTALLER D ER It EXTERIOR FINISH MIN,EMBEDMENT EXTERIOR FINISH MIN.EMBEDMENT BY OTHERS SEE TABLE 1,SHT 9 BY OTHERS SEE TABLE 1,BHT 9 U) *.' T PERIMETER SEALANT—. PERIMETER SEALANT BYINSTALLtM I BYINSTALLER INSIDE AND OUT INSIDE AND OUT SUBSTRATE BY OTHERS— SUBSTRATE BY OTHERS SEE TABLE 1,BHT 9 SEE TABLE 1,BHT 9 MIN.EDGE DIST. Ns ......... MMIN.EDGEDIST. SEE TABLE r1,BHT 9 -'\ VERTICAL SE SEE TABLE 1,SHT 9 F-'\ VERTICAL SECTION rG SECTION ��O TYPICAL FIN(RETROFIT)ANCHORAGE kL0,J TYPICAL FIN(-I:ANGLE)ANCHORAGE No 58201 -P A HEAD AND JAMB$SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION STATE OF • 40 c" 4/27/2016 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 PETRO MULLION CLIP 318*MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: UNIT AS NEEDED. INSTALLATION DETAILS 3.FOUR(4)ANCHORS REQUIRED PER'T'MULL CLIP,SEE SHEETS 2-3. FIN THREE(3)ANCHORS REQUIRED PER-L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY:- DATE; ADE 09/27/12 4.SEAT MULLION TIGHT TO MULL CLIP, '5Wa—#:- REV.: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW GWS-836 A SPECIFIC INSTALLATION DETAILS, SCALE: SHEET 1:2 10OF10