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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW MULLIONSFlorida Building Code Online r https://www.floridabuilding.org/pr/pr_app )Pnt§? R EVX... BCIS Home I Log In 1. User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff Florida «a� USER: Public User Product Approval 3 �� p a d� �-e L v Product Approval Menu > Product or Application Search > Application List > Application Detal • •' FL # FL9520-R6 Application Type Revision Code Version 2014 Application Status Approved Comments 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 Kevin Pine kpine@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 Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registers Florida Professional Engineer Evaluation Report - Hardcopy Received 1 of 3 8/23/2017, 2:57 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVX... p Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Receive FL9520 R6 COI EvalRep CWS-836A (3 in Standard AAMA 450-06 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Method 1 Option D 02/16/2016 02/16/20,16 02/17/2016 04/12/2016 FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizont applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R6 II CWS-836A (3 ii Verified By: Lucas A. Turner 5E Created by Independent Third Evaluation Reports FL9520 R6 AE EvalRep CWS-, Created by Independent Third 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizont applications. (IMPACT) 2 of 3 8/23/2017, 2:57 PM Florida Building Code Online https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVX... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. 9520.3 5 1/2" Alum. Tube Mullion Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation. Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R6 II CWS-837A (4 it Verified By: Lucas A. Turner 5>_ Created by Independent Third Evaluation Reports FL9520 R6 AE EvalRea CWS Created by Independent Third 5 1/2" Alum. Tube Mullion, Hori Flange applications. (IMPACT) Installation Instructions FL9520 R6 II CWS-838A (5.5 Verified By: Lucas A. Turner 5E Created by Independent Third Evaluation Reports FL9520 R6 AE EvalRep CWS-• Created by Independent Third Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibilitt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a 1 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please c Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide tF they have one. The emails provided may be used for official communication with the licensee. However email addresses at supply a personal address, please provide the Department with an email address which can be made available to the public. I Chapter 455, F.S., please click here . Product Approval Accepts: M Rwp.-, ® cCheck M Credit Safe securit '114ETRICS' 3 of 3 8/23/2017, 2:57 PM ANCHOR CLIP— - 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN W/DIFFERENTOPTIONS milk 0 m WE .. . mi'm m 10 G F E �, IL—ANCHORCUP 1 10 9 9 EXAMPLE HORIZWERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............1 DP CHARTS.. ........................................... 2-3 BOM & EXTRUSIONS.....................................4 EXTRUSIONS.................................................5 SECTION VIEWS.........................................6-7 CONFIGURATIONS & ANCHOR NOTES INSTALLATION DETAILS ..........................9-10 •—ANCHORCDP GENERAL NOTES: // 8621bfiff(� 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS lH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE. 1900 S4THFLORIDA E. VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL LA, F34474 D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OC 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 DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. N (- 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o 0 DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. � Y 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m I APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. m 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLELOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. O O 1 x 4 X 4 ANCHOR CLIP EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas A. Turner 2015-04-27 21:00-04:00 � %0%40RE%, 'r'°k J� P No 58201 . fi� STATE OF �4U 4 ♦6`-. OR1 ��, 0 A� — 4/27/2015 LUCAS A. TURNER, P.E- FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS LAWN BY: DATE` ADE 09/27/12 VG4. CWS-836 A 'ALE: SHEET 125 I 1 01710 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 or 3/16" 11 W Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. obxg-�OPENING % NDOVTEMS 1 goo SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC SIZE (in.) 39 1 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 1 120 126 1 132 138 1 145 3/8 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 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 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 3„ 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 Lu MULL BAR 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 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 IMPACT g65.0 M72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5 .' = 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 1522 CLIPS Y w -(4)'#10 SCREWS INTO WOOD or METAL .(4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ m LL 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 N w WOOD per each -end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. a W OPENING SIZE (in.) c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 O 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 m -I 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 n 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 1 65.0 65.0 1 65.0 65.0 65.0 1 65.0 65.0 1 64.9 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1776 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16 ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(6) 1/4" ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION T- TWIN Ij HORIZONTAL MULLION T- T- W L9 0= = J J co 0 L9 J J W W Z J J rL J W 0. LI I �II I LI I f+- OPENING SIZE_: i ---I OPENINGSIZEF- OPENINGSIZE----i -i OPENINGSIZEF-- MULL LENGTH -4 NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. TRIPLE TWINrrRIPLE HORIZONTAL MULLION HORIZONTAL MULLION OPENING N SIZE co 0 Z w IL 0 r i--- MULL LENGTH --I MULL LENGTH -; 0 z� 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH:941-380-1574 IEET DESCRIPTION: DP CHARTS NON -INTERSECTED MULLS AWN BY: DATE: ADE 09/27/12 VO A: REV.: CWS-836 A ALE: SHEET 1:1 2 OF 10 Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1622 clips using four (4) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons into SOLID CONCRETE or WOOD, or 1776 clip: with six (6) #10 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. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 1 110 3/8 114 120 126 132 138 14531 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 e 42 314 50.0 50.0 50.0 50.0 50:0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 50.0 50.0 50.0 50.0 50.6 48 3/4 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 50.0 531/8 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 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 W W75375 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 1-0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 1 50.0 1 50.0 1 50.0 1 50.0 50.0 1 50.0 50.0 DP CHART IS FOR: INTERSECTEDIMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): 1522 CLIPS - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(6) 1/4" ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK TWINITRIPLE VERTICAL MULLION I r=- z z J 0 M L 1 1 �_ OPENING SIZE HORIZONTAL MULLION T LU Z ISINGLE1 z TWIN W o OR 1TRIPLE� UNITS BELOW h-- MULLLENGTH-- WINDOW SYSTEMS L� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT LU 0 m GO LL _ Q aJ O % N Z W w O a I - a w a v a w 7 0 `,����•PNORE4V TGii No 58201 STATE 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 1N DASHES) AIDE 09/27/42 THROUGH THE USE OF MULL BAR CLIPS. AN DWG #: 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: SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 LINE ITEMS NOT USED: 5-6, 12 I -USE WOOD SCREW SIZE(#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 1 3/4" 1 i2" 11116" 11 1 11 10 9 1/16" i/i6" 1/16" DRIP CAP S-1895 MULLION INTERIOR COVER S-6018 FLANGE ADAPTER S4896 I I 13116" TOP VIEW 213116" 118" -2 1/16' 7 1 3/16" 118" 3" MULLBAR H-17581 F LMULLION CLIP S-1897 QL-1 A SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENTTO MULL BAR DETAIL A TYP. FIN FRAME 3:1 NOTE`. ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 91 m 11L 14 2 1/4" 1/8" L 4 7/8' F- 1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION FRAME TYPE OPENING NEW FLANGE RETRO NEW FIN RETRO NEW BOX 2 I 'T' MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767-XXX) 08agibmj WINDOW SYS�EP7S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW'CWS.CC F-1522-013 F-1767-001 F-1522-006 F-1767-001 F-1522-013 F-1767-004(L&R) F-1522-013 F-1767-004(L&R) NOT RECOMMENDED F-1767-001 3° PVC MULL BAR IMPACT F-1522-006 F-1767-001 31S" 1 -I 1 5/16' 1 2 3/16" 1/8' Fes---4 7/8" �i F-1522-006 RETRO / FLANGE CLIP J.•' • No 58201 �71 10'. STATE OF ":��L+� 0R1QP.rat=.�, LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 4EET DESCRIPTION: BOM AND EXTRUSIONS RAWN BY: DATE:' ADE 09/27/12 WC-.#: REV.: CWS-836 A DALE: SHEET 1:2 4 OF 10 "L" ANGLE 3"MULL CLIP, FIN (LEFT) F-1767-004L OUTSIDE "L" ANGLE 3" MULL CUP, FIN (RIGHT) F-1767-004R FRAME TYPE OPENING T' MULLBAR f (F-1522-XXX FLANGE NEW F-152273 RETRO F-1522-006 FIN NEW F-1522-013 RETRO F-1522-013 BOX NEW NOTRECOMMEI RETRO F-1522-006 I —2314-—21/4'— I " MULLBAR CLIP (F-1767-XXX) (cn/7(tvf}gym. �N[[�l��lhhllllW((�I�IIIUSYUSTEMS 0 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC F-1767-001 F-1767-001 F-1767-004(L&R) F-1767-004(L&R) F-1767-001 3" PVC MULL BAR F-1767-001 IMPACT 00 1 5/8" i2 3/4"1 2 7/16" 318' (2X) IICPZ 7116- THRU (TYP) 1/4" THRU (TYP) 1/2" OUTSIDE I 3" i Y6 ua° 6 7/8' ` "L" ANGLE 3" STANDARD MULL CLIP - F-1767-001 �. No 51 z:p-, 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTION: EXTRUSIONS AWN BY: DATE: ADE 09/27/12 JG #: REV.; CWS-836 A ALE: SHEET 12 5 OF 10 ( I WINDOW SYSTEMS I I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 3 PVC I MULL BAR I SEAL BEHIND FLANGE APPLY SEALANT ALONG FULL oEwa I IMPACT SEAL BEHIND FLANGE O PRIOR TO ATTACHING LENGTH OF WINDOW FRAME PRIOR TO ATTACHING a TO MULLION '' 2 GROOVE PRIOR TO ATTACHING y N TO MULLION 2 9 9 i 1 11 i 11 11 11 FIN MUST BE REMOVED O WHERE WINDOWS CONNECTTOMULL } I o ` wm coo I m O LL v D A VERTICAL/HORIZONTAL MULL BAR SECTION w O cc HORIZONTAL MULL BAR SECTION A HORIZONTAL MULL BAR SECTION I a 1= s BOX FRAME WINDOW n s FLANGE FRAME WINDOW s fIN FRAME WINDOW w i ¢ U w i / f APPLY SEALANT ALONG FULL ttloREW 11 1O 11 111� 2 LENGTH OF MULLBAR GROOVE ,`���ty p,N�E. 1 PRIOR TO ATTACHING DRIP ADAPTORCi ( U t N. 58201 FIN MUST BE REMOVED WHEREWINDOWS ��0: STATE OF l��Ll� CONNECTTOMULL - O ( DETAIL A z e I 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 TO MULLION APPLY SEALANT ALONG FULL FL PE # 58201 TO MULLION , LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT, FL 34288 �BIVERTICAL MULL BAR SECTION I e VERTICAL MULL BAR SECTION ADAPTOR 1 PH. 941-380-1574 s FLANGE FRAME WINDOW s FIN FRAME WINDOW L SHEET DESCRIPTION: SECTION VIEWS ( MULLS �pp pp� DRAWN BY: DATE:" ADE 09/27/12 i I 10 DWG0: REV.: DETAIL B CWS-e36 A SCALE: SHEET 1:2 6 OF 10 SEE NOTE 1 1© T 16 CD CD CD 0 CD i) CD A --1 14 TOP VIEW FIN FRAME 5" MULLBAR.(H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) — "—I I ' SEE NOTE 1 11116" MAX. EDGE DISTANCE � 19 SEE NOTES 1 & 2 SEE NOTE 4 (1 EA./CLIP) 20 /—C1 5" HORIZ. TO 3' VERT. MULLBAR SECTION FLANGE FRAME WINDOW SECTION VIEW A -A 4" MULLBAR (H-1759) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) DISTANCE �" W 19 SEE NOTES 1 & 2 SEE NOTE 4 20 (1 EA./CLIP) rC1 4" HORIZ. TO 3' VERT. MULL13AR SECTION 7 SEE NOT 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 WS.CC 3" PVC MULLBAR IMPACT `J {7 EAICLIP) SEE NOTE a o �� 4/27/2015 LUCAS A. TURNER, P.E. �C1 3" HORIZ. TO 3' VERT. MULLBARSECTION 7 F t WINDUW FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 NOTES: PH.941-380-1574 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (CITY 1), AS SHEET DESCRIPTION: SHOWN ABOVE. SECTION VIEWS 2, PRE -DRILLED HOLES (THRU M CUP 1897), BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGEDISTANCE OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2'. DRAWN BY: DATE: 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12 DWG #: REV.: REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL CWS-836 A 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL sDALE: SHEET CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10 TWIN VERTICAL MULLION N-- OPENING SIZE" TWIN HORIZONTAL MULLION I-- MULL LENGTH NOTES: TRIPLE VERTICAL MULLION r I I I w I I I� LI I -^i OPENING SIZE I+ TRANSOM OVER TWIN VERTICAL MULLION I-- OPENING SIZE -- TRIPLE TWIWCRIPLE HORIZONTAL MULLION HORIZONTAL MULLION F L OPENING SIZE N L0 z z a O T �- MULLLENGTH MULL LENGTH �-- -li TRANSOM OVER TRIPLE VERTICAL MULLION OPENING SIZE TWINrrRIPLE VERTICAL MULLION F- — — — — — — z J J LI I i►—OPENING SIZE NOTES: 1-THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION rn z ISINGLE1 TWIN w o OR TRIPLE1 jl iUNITS BELOW I-- MULL LENGTH --I 1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIEDIN 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 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. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 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. 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 MINIMUM SPECIFIED IN TABLE 1, SHEET 9. 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 -1X BUCKS ARE OPTIONAL. 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. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAlAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS L1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 3" PVC MULL BAR IMPACT z� LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 CONFIGURATIONS AND ANCHORAGE NOTES AIDE 09/27/12 IG #: REV.: CWS-836 A ALE: SHEET 1:1 8 OF 10 RETRO FIT MULL BAR CLIP if �. MULL BAR INSTALLATION ANCHOR SEE TABLE 1 iL SEALANT ALONG ADD STRUCTURAL ELEMENTS OUTSIDE EXPOSED - - — - AS REO'D TO MAKE LEVEL FOR EDGE BY INSTALLER MULLBAR PERIMETER SEALANT BYNSTALLER MIN. EMBEDMENT INSIDE AND OUT SEE TABLET SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 D VERTICAL SECTION 8 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3116" nW TAPCON 1" 3" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1' HOLLOW or GROUT --FILLED CMU (ASTM G-90) 1/4" ELCO ULTRACON 1-t/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1I/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KW IK-FLEXOR 6IW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" a2gum.0 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT '"ANGLE MULL BAR CUP TWO REO'D PER EACH END OF MULL �. _. MULL BAR v a INSTALLATION ANCHOR W SEE TABLE 1 SEALANTALONG ADD STRUCTURAL ELEMENTS in OEXPOSED — - AS REO'D TO MAKE LEVEL FOR EDGE BY INSTALLER MULL BAR N PERIMETER SEALANT ¢ lu BY INSTALLER MIN. EMBEDMENT a IN AND OUT SEE TABLE 1SUBSTRATE w 0 a- SUET BLEIBYOTHERS I r- MIN. EDGE DIST. SEE TABLE 1 E VERTICAL SECTION 9 TYPICAL FLANGE ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4.'FOUR (4) ANCHORS REQUIRED PER -r MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. 5. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. No 58201 fi71 k: s z: 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: INSTALLATION DETAILS FLANGE RAWN BY: DATE: ADE 09/27/12 WG#: REV.: CWS-836 A DALE: SHEET 1:2 9 OF10'I MULL BAR CLIP MULL BAR I; !I -- - INSTALLATION ANCHOR SEE TABLE 1, SHT9 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER U �° o: EXTERIOR FINISH r "••^ ° MIN. EMBEDMENT BY OTHERS ° -• �� ; SEE TABLE 1, SHT 9 PERIMETER SEALANT' - ;o° BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS , SEE TABLE 1, BHT 9 ° MIN. EDGE DIST. SEE TABLE 1, SHT 9 F VERTICAL SECTION 10 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION k "L' ANGLE CLIP TWOREO'D PER EACH END OF MULL MULL BAR I Ij INSTALLATION ANCHOR SEE TABLE 1, SHT 9 SEALANT ALONGE - OUTSIDE EXPOSED : °•d EDGE BY INSTALLER EXTERIOR FINISH MIN: EMBEDMENT BY OTHERS SEE TABLE I, SHT9 PERIMETER SEALANT ppxl BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS , SEE TABLE 1, BHT MIN. EDGE DIST. SEE TABLE I,SHT 9 u_ VERTICAL SECTION 1P TYPICAL FIN ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE:OF WINDOW UNIT AS NEEDED. 3. FOUR (4) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. 4. SEAT MULLION TIGHT TO MULL CLIP. 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. 060mm' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W:C W S.CC 3 PVC MULL BAR IMPACT �o d m LL V O It a zz 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION:. INSTALLATION DETAILS FIN RAWN BY: DATE:' ADE 09/27/12 WG #: - REV.: OWS-836 A GALE: SHEET 12 10OF10