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HomeMy WebLinkAboutProduct Approval; Mullions WindowsMIME 1`3 BQS Home l Log In 1 User Registration l HotToplcs { Submit Surcharge l Stats & Fads l Publications l Contact Us { 6CIS Site Map l links { Search { d, Florida ,;, Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Ust > AppllcaUon Detail {ZECEIVED '• / FL # FL9520-118 Application Type Revision JAN 14 ,2021 Code Version 2020 Application Status Approved Permitting Department St. Lucie County Comments _ FILECOPYArchived Product Manufacturer Custom Window Systems Inc, Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop REVIEWED FOR �­'C)DE COMPLIANCE Address/Phone/Email 1900 SW 44th Ave S 8 0 LaI E COUNTY Ocala, FL 34474 (352) 368-6922 Ext 291 cC jlathrop@cws.cc (l / 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 Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL9520 R8 COI EvalRepp 36C.pdf Standard AAMA 450-10 ASTM E1886-13a ASTM'E1996-17 PA TAS 201/202/203 Year 2010 2005 2009 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9520 R8 Eauiv Mulls LM Eouivalencv_pdf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/10/2020 08/10/2020 08/19/2020 10/13/2020 0' FL # Nodel, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange �j applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R8 II CWS-836C.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 and FL9520 R8 AE EvaiReport836C (�df 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 R8 II CWS-837C.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 and FL9520 R8 AE EvalReport837C.pdf 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 R8 II CWS-838C.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 and FL9520 R8 AE EvalReport838C.12df Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. i Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cop yrieht 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 electronk 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 45S.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 emalis 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 4S5, F.S., please dick here . Product Approval Accepts: om 99 M .d securitV:Nl I:-rRICS ANCHOR CLIP 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN W/DIFFERENT OPTIONS ' I i i :f i i ANCHOR CLIP—� 10 10 9 9 EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY ►i TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............1 DP CHARTS .............................................. .: 2.3- BOM & EXTRUSIONS.....................................4 EXTRUSIONS .................................................6 SECTION VIEWS.........................................6-7 CONFIGURATIONS & ANCHOR NOTES INSTALLATION DETAILS ..........................9.10 ANCHOR CLIP GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH `�(Y(S'RgWLVULliY WINDOW SYSTEPIS j/ (jam THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE. 1900 S44THFLORIDA E. VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL ALA, 34474 D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W 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 33 113% 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, a o w p fan p 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER ❑ Z O Z It Z 0 — O m DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT v 0 ' 0 U a Z APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE ❑ Z — ca z Z)y 5 APPROVAL. ZZ O z V ff) Z U- 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY a ¢ O L) tz Z Z �' APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY 0 ❑ } j � O v) REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, of ❑ w BUILDING OWNER OR CONTRACTOR. 0.? y a O mmu 0 9. SINGLE UNITS TO BE MULLED RE NOT LIMITED TO THOSE SHOWN IN THIS It a Lu 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. �t1111t1f// 10 VERMULLED UNITS MAY BE MULLED INDEFINITELYAS LONG AS THE SINGLE UNIT ICDTH AND HEIGHT RE NOT EXCEEDED AND MULLIONS ARE ANCHORED AS A TU%/�4///// Voga 4 /� 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. No. 58201 u/` 1]TAT60F ruvcnvn cur I I 0 I I I II I ' 0 I I X I X I 1 ANCHOR CLIP EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner "I'liiffil � 2020,08.10 12:04:15 -05'00' 08/06/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941380-1574 GENERAL NOTES AND ELEVATIONS ADE 09/27/12 D Gt: REV„ CWS-836 C SCALE: SHEET 1:25 1 OF 10 39 1 45 end of mullion. HOLLOW or GROUT -FILLED BLOCK 87 ID or METAL or 3/16" ITW Tapcons or 1/4" ELCO ULTRACONS. 107 3/8 114 120 80.0 80.0 1 . 80.0 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (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 ----------------------------------------------------------------------- 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 3116" ITW Tapoons or ELCO ULTRACONS Into SOLID CONCRETE or WOOD per each end of mulllon. HOLLOW or GROUT -FILLED BLOCK reauire 1/4" ELCO ULTRACONS. 107 318 1 114 WINDOW SYSTEMS 0 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT Z Zy: • W WI O W M U. awl>o��i O o�o •°dWoo V Urnf-Za yno: Z O-W ZsUw ONo€zz Q �rMo2 0: Z WC90wen p Lu ai } d F d Ir3:W(n No, 58)2"0�1 3TATEOF DP CHART IS FOFL' NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN 1776 CLIPS CONFIGURATION_ IS SHOWN IN BOLD. (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 BARS) ATTACHED TO IT (SHOWN IN DASHES) 08/06/2020 -(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK INTERSECTED OUGHTHE USE OF MULL BAR CLIPS. N MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A. TURNER, P.E. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED FL PE # 58201 TO THE SUBSTRATE AND OTHER MULL BARS. 2428 Old Natchez Trc TH TWIN TRIPLE TRANSOM OVERTWINTRANSOMVERTICAL MU LION Camden, TN 38320 r VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICALMULLIDN TWIN TRIPLE TWINRRIPLE PH.941-380-1574 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION: = T DP CHARTS T- r NON -INTERSECTED ruj OPENING MULLS ZE 7 U' DRAWNSY: DATE: D z zZ L ADE 09/27/12 L W -DWG-V.- REV.: 1. CWS-836 C I �f II L I � SCAL OPENING SIZE --1 OPENING SIZE h — OPENING SIZE _:- OPENING SIZE F• �' — MULL LENGTH ---I T- i-- MULL LENGTH — 4 MULL LENGTH I ---II SHEET 1:1 2OF10 2ressure 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 Tapcon9 Into SOLID CONCRETE or WOOD, or 17 with six (6) #10 Screws Into WOOD or METAL or 3/16" ITW Tapcons Into SOLID CONCRETE or WOOD per each and of mullion. HOLLOW or GROUT -FILLED BLOCK require 114" ELCO ULTRACONS. OPENING SIZE (in.) 39 45 51 57 63 69 75 318 81 87 9331 99 1 110318 1 114 1 120 1 126 131 2 1 138 T DP CHART IS FOR: INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): 1522 CLIPS - (4) 910 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 or GROUT -FILLED BLOCK FE z J TWINrrRIPLE VERTICAL MULLION �_OPENINGSIZE —� HORIZONTAL MULLION F rn z ISINGLE1 w TWIN OR O ITRIPLE1 L iUNITS BELOW MULLLENGTH— r 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. r- WINDOW SYSTEMS B,—/ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT p3p �: QZ� Ww❑ W ZO_Z tY Z lz lz O O�O WpO U Ural-Za�Fu~io� O Za co =-Z =y Z OZU ZOCU— - Igo95E0Z o'w ycL-U. n. O In% w U a o- X�2 No�.s8201 STATE OF *XOR0lt4 08/06/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 IEET MCW TIO OP CHART INTERSECTED MULLS LAWN BY: DATE: AIDE 09/27/12 vG , CWS-836 C ,ALE` SHEET 1:1 3 OF 10 LINE ITEMS NOT USED: 5-6, 12 *USE WOOD SCREW SIZE (010 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 1314" 112' t1l18" 7/16"� � 112" 11 1 110 9 v16" -1/16" 7l16 DRIP CAP S-1895 MULLION INTERIOR COVER S-8018 FLANGE ADAPTER S-1896 r-1 31W -� . LIII I 1 TOP VIEW 213/16' o 1/8' 21l18" 7 1 3/.18' t/B" 3° MULLBAR H-1768 MULLION CLIP S-1897 A SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHMENT TO MULL BAR DETAIL A TYP. FIN FRAME 3 : NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 14 21/4" L 1fB" 47 F-1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION FRAME TYPE OPENING (F4522 XXX NEW F-1522-013 FLANGE RETRO F-1522-006 NEW F-1522-013 FIN RETRO F-1522-013 NEW NOT RECOMMEt BOX RETRO F-1522-006 2 F-1 1 23H 1/0" F•----4 7/V— - F-1522-006 RETRO / FLANGE CLIP LIP WINDOW SYSTEMS, 1900 SW 44TH AVE. q) OCALA, FLORIDA 34474 _, WWW.CWS.CC r 3" PVC MULL BAR IMPACT :j z �: a S o Hwzo z a?�' z 0 00 a F?u.go0u.z FaF �g o- W �Ncomw(nW a z—n 20f—��n _ 2 F� w3'L N (L a (X a �* No.58201 08/06/2020 LUCAS A. TURNER, P.E. FL PE # 68201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1674 BOM AND EXTRUSIONS ADE 09/27/12 O #: REV.: CWS-836 C 'nee: SHEET 1:2 4 OF 10 FRAME TYPE I OPENING (F-1522-XXX NEW F-1522-013 FLANGE ,RETRO F-1522-008 NEW F-1622-013 FIN t RETRO F-1622-013 NEW NOTRECOMMEI BOX 1 318' "L" ANGLE 3" MULL CLIP, FIN (LEFT) F-1767.004L "L" ANGLE 3' MULL CLIP, FIN (RIGHT) F-1767.004R OUTSIDE F-1767-001 WIND�dV SYST@NS L g 1800 SW 44TH AVE. OCALA, FLORIDA 34474 WWW'CWS.CC F-1767-001 767-0D4(L&R) 1767-004(L&R) F-1767-001 3" PVC MULL BAR F-1767-001 IMPACT z g Qz3 0 a zaoWz.�E�Zgw �o x zT Ua auw-Z-r ozuzui Y ��O�UtZtn 2711W M O oLLo�yowuo-i z M) O-rm . W1-O �_ } a F d �WO it YP) OUTSIDE "L" ANGLE 3" STANDARD MULL CLIP - F-1767.ODI 'No.58201 X—Az� 08/0612020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 3832q PH, 941-380-1574 EET DESCRIPTION: EXTRUSIONS :AWN BY: ! DATE: ADE I 09/27/12 VG M CWS-836 C ALE: SHEET 1.2 5 OF 10 I I j I I I j I 'SEAL BEHIND FLA SEAL BEHIND FLANGE G7 I PRIOR TO ATTACI PRIOR TO ATTACHING TO MULLION TO MULLION 2 j 9 1 11 I p FIN MUST BE REMOVE WHERE WINDOV CONNECT TO MU I i I I I i i ( APPLY SEALANT ALONG FULL 0 f LENGTH OF WINDOW FRAME I GROOVE PRIOR TO ATTACHING 2 COVER 1 i 11 I 11 I O i - I A HORIZONTAL MULL BAR SECTION I �1 HORIZONTAL MULL BAR SECTION i CZV RTICAUHORIZONTAL MULL BAR SECTION e FLANGE FRAME WINDOW I U FIN FRAME WINDOW B BOX FRAME WINDOW i I I I 11 1 2 I I I I FIN I I I I SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING TO MULLION j QVERTICAL MULL+BAR SECTION �JFLANGEFRAMEWINDOW I j j j l I I I _ I I I APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP j ADAPTOR 1 � j ( 1 I � i DETAIL A i + APPLY SEALANT ALONG FULL I LENGTH OF MULLBAR GROOVE ( PRIOR TO ATTACHING FLANGE VERTICAL MULL BAR SECTION ADAPTOR 6 FIN FRAME WINDOW I I I L I I I c� coL 4 j 10 DETAIL B I WINDOW SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC .31' PVC MULL BAR IMPACT a : WoO Ix O z ZW§ Q R. a I.. C Z=�~W�p. ol'-i0 v~ia ZZZ p;L75�Uy �u 9w> S22 a p No j a WHO a WHO w �: a� No.58201 .r—*" ,STATE OF 08/06/2020 LUCAS A. TURNER, P,E. FL PE # 58201 2428 Old Natchez Tro Trl Camden, TN 38320 PH. 941-380-1574 SECTION VIEWS MULLS ADE 09/27/12 VG #: Rev... CWS-836 C 'ALF' SHEET 1.2 6 OF 10 p p O O r �r O 1-�1 u:.:r I° - 6 TOP VIEW FIN FRAME WINDOW SYSTEMS I\�/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULLBAR IMPACT a oWo �roo zo°z W—H 0 v 0�� wU. oo 8y z rcon. ri1 �°°arowr�'nu�7 D Zutwa R jgm WHO aon a � a z�'a 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 2 4°MULLBAR (H•1769) (SEE SEPARATE APPROVAL FOR 2 c =--— I111!!/ APPROPRIATE OP CHARTS) - �11U J A.lRuRa-M—p �O -,- , - `' 9 9 58201 =9 SEE NOTE 1 7 11/16" MAX. EDGE DISTANCE 11H6'MAX.TDEMAX GE DISTANCE GRp SEE NOTE 1 7 11H6" MAX. EDGE DISTANCE r SEE NOTE 1 7 1 19 SEE NOTES 1 & 2 1 19 SEE NOTES 1 & 2 EAJCUP) 1 19 SEE NOTES 1 & 2 SEE NOTE 4 0 (1 EX/CUP)(1 SEE NOTE 4 0 08106/202D (1 EA./CLIP) LUCAS A. TURNER, P.E. SEE NOTE 4 0 3° HORIZ. TO 3° VERT. MULLBAR SECTION 0 5" HORIZ TD 3" VERT.o ULLBAR SECTION C 4" HORIZ. TO 3" VERT, MULLBAR SECTION 70i FL PE f158201 2428 Old Natchez Trc Trl Camden, TN 38320 NOTES: PH. 941-380-1574 1, SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (CITY 1) AND 20 (CITY 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 CUP 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 RE MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. CW S-836 C 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE, SHEET CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. 1 1:2 7 OF 10 TWIN VERTICAL MULLION Z 1g f�--- OPENING, SIZE —^i TWIN HORIZONTAL MULLION MULLLENGTH TRIPLE VERTICAL MULLION __ 1 OPENING SIZE F_ TRIPLE HORIZONTAL MULLION N Z w 0 r�—MULLLENGTH --I TRANSOM OVER TWIN VERTICAL MULLION r r C D 2 7 LII L I Fes— OPENING SIZE---� TWINrrRIPLE HORIZONTAL MULLION TRANSOM OVER TRIPLE VERTICAL MULLION 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. TWIN/TRIPLE HORIZONTAL MULLION VERTICAL MULLION r I ISINGLEI CD TWIN o ITRIPLE1 — — — — LII UNITS iBELOW —OPENINGSIZE MULL LENGTH 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 WOOD SCREW INDICATEDIN 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 SEAS 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMAIWOMA 300(EXTERIOR DOORS) IMNCOW SYSTEMS L1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR ;IMPACT a Z 3 aZoZ �Z�LI3: wJ0 t-Zw Cz o aW�Zp��= Z ga 0 oFo��d=a°� U Uf/1F-ZO T-w Z O Z�:y Q ZV�ZOLLV } FHE- ogego-W22O�0Z a 90.. HIM rn No. 58201 +--10*'7— STATE OF �'Aofto 08/06/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc TH Camden, TN 38320 PH. 941-380-1574 CONFIGURATIONS AND ANCHORAGE NOTES ADE 09/27/12 767- EV.:- CWS-836 C e: SHEET 1:1 8 OF 10 WINDOW SYSTEMS L�J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC _ 3" PVC MULL BAR IMPACT RETRO FIT "L- ANGLE MULL BAR CLIP MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Z N O �---- MULL BAR , MULL BAR Z -O Z Z p_ ay5>_0am Z zx=W�zd~��= t` J INSTALLATION ANCHOR t INSTALLATION ANCHOR 0 (0.1 y OF 2� W O O SEE TABLE 1 SEE TABLE 1 p Z- U) — Z 0 to ADD STRUCTURAL ELEMENTS ADD STRUCTURAL ELEMENTS Z F Z L) g Z O LL SEALANT ALONG -I AS REQ'D TO MAKE LEVEL FOR SEALANT ALONG AS REQ'D TO MAKE LEVEL FOR ¢ LL O Z OUTSIDE EXPOSED MULL BAR OUTSIDE EXPOSED MULL BAR < O y U Z ui EDGE BY INSTALLER EDGE BY INSTALLER PERIMETER (I-- SEALANT PERIMETER SEALANT W O p U)) O W W BY INSTALLER MIN. EMBEDMENT BY INSTALLER MIN. EMBEDMENT 0: Z T a 0 p — u) INSIDE AND OUT MIN. TABLE 1 INSIDE AND OUT SEE TABLE 1 d Z y SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS F- SEE TABLE 1 SEE TABLE 1 F� MIN. EDGE DIST. MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 �411 i t1 J!1! D VERTICAL SECTION t g1 VERTICAL SECTION pSA iUZek�/ 9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE 9 TYPICAL FLANGE ('U ANGLE) ANCHORAGE ��� v\�akl# HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION # _.o No.58201 _x 1210*1 w ' C STATE OF w= �i/lOi� �(ORO►. ���� TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN, EMBEDMENT1 MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 3" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1-WO 1" HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-114" ! 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55)• 3/16" ITV TAPCON 1-3/8" 7/8„ OR ELCO ULTRACON 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 7/8" 16 GAUGE (0.060„) MIN, STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD 7/16" (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.000" ` 1/8" ALUM. (6063-T5 MIN.) OR 010 GRADE 5 SELF -TAPPING / FULL THREAD 7/16" 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 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 "T" 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. 08/06/2020 LUCAS A, TURNER, P.E. FL PE # 58201 2428 Old Natchez Tic TO Camden, TN 38320 PH. 941-380-1574 MEET DESCRIPTION: INSTALLATION DETAILS FLANGE RAWN BY: / DATE: ADE 09/27/12 wu #. CWS-836 j C cnLE: SHEET 1:2 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH— BY OTHERS PERIMETER SEALANT BYINSTALLER INSIDE AND OUT RETRO FIT MULL BAR CLIP MULL BAR INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, BHT 9 MIN. EDGE DIST. F VERTICAL SECTION SEE TABLE 1, BHT 9 10 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION WINDOW SYSTEMS Il—/I 1900 SW 44TH AVE. OCALA, FLORIDA U474 WWW.CWS.CC 3" PVC MULL BAR IMPACT J Z aZ3: V ANGLE CLIP �.. O w 0 Q o 0 TWO READ PER EACH END OF MULL W Z JO PL Z w �y� o��x MULL BAR Z =00a, 11 z�(A may INSTALLATION ANCHOR Z O Z U v) Z— SEE TABLE I,SHTB F�- 0 to Or-OE0Z SEALANT ALONGE �, L W h O W l� Lu Z OUTSIDE EXPOSED d Z w— y EDGE BY INSTALLER :g Z EXTERIOR FINISH op MIN. EMBEDMENT a a 0- 7+ a BY OTHERS _ SEE TABLE 1, SHT 8 PERIMETER SEALANT 4 r BYINSTALLER INSIDE AND OUT SEETABLEE BY SHTT�HERS``A TU„/�/////'' MIN. EDGE DIST. SEE TABLE 1, BHT 9 No. 56201 G VERTICAL SECTION = 'O 10 TYPICAL FIN VV ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION O� STATE OF _ 08/06/2020 LUCAS A. TURNER, P.E. NOTES: FL PE N 58201 2428 Old Natchez Trc Trl 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. Camden, TN 38320 PH. S41-380-1574 2. RECESS RETRO MULLION CLIP 3/8° MAX. FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: UNIT AS NEEDED. INSTALLATION DETAILS FIN 3. FOUR (4) ANCHORS REQUIRED PER "T° MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER'V MULL CLIP, SEE SHEETS 2-3. DRAWN BV: DATE: 4. SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/12 G9: 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW CWS-836 C SPECIFIC INSTALLATION DETAILS, sca SHEET 1:2 10 OF 10