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FHA'--DIAGRAM TSHEET NO CHANGE INaor�Wee FENESTRATION PROPOSED.a'r�,+ ^" v +N^�p" owamna"ne MEASURING.TECH. MEASURE.DATf z FRANCISCO 04/9812018 SIZE FOR 8128. ctwoMER'S NAM£ FHA LEAD NUMBER T$P6 OF PRtJP>~RTY ROOF NEWNT FLOOR'W4141BER TOTAL#OF ELot?RS STEINBERG 649394 HOUSE 14 1 , Iry uo 5 0 3•o 13£D I3�D 2 EXISTING © )V( STRUCTUREAL POST D AT W p j j p►,�" B�p LAo&)D ?w '� © MULLION zo S �.a 13/8 FL 95201/16 NS MULLION 13/8 X 41/4 FL 9520.2 i 7Z (3) LLION 13/8 XMU213/16 6 A RA 64f FL 9520.1 SZ MULLION 1 3/8 X 213/16 � kX p���FL 9520.1 j r" Z7. d 2.� � �•3 � 8.3 I u i I PRODUCT APPROVAL NUMBER: Fl. #9520.1 OPENING IDENTIFICATIONS: OPENING BETWEEN 1 /2 OPENING BETWEEN 5/6 OPENING BETWEEN 7/8 OPENING BETWEEN 9/10 OPENING BETWEEN 11 /12 , I 1/4/2018 Florida Building Code Online 'i a a 1 i +• � � • ® � ;TNrli, 44 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff I, BCIS Site Map Links Search Florida :s• c�a ''��Product Approval LD1 USER:Public User Product Approval Menu>Product er Aoolication Search>Application List>Application Detail • FL# FL9520-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived El I 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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc I Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (J 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 07/21/2020 Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R7 COI EvalReport836B.pdf Referenced Standard and Year(of Standard) Standard Year j AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl2gTuypubl NDOfxVcZHZIO%3d 1/2 1/4/2018 Florida Building Code Online i FL9520 R7 Equiv FL9520 Equivalency.pdf Sections from the Code I Product Approval Method Method 1 Option D IDate Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval 10/05/2017 Date Approved 12/12/2017 Summary of Products ;I 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 R7 II CWS-836B.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 R7 AE EvalRenort836B.Ddf Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. i 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 R7 II CWS-837B.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 R7 AE EvalReoort837B.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 R7 II CWS-838B.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 and FL9520 R7 AE EvalReoort838B.Ddf Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. I Back Meat �I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section i 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 click here. Product Approval Accepts: ® eCheck -r©-a. i :CreditZ00 j Safe� I I I securitymi-.1-mcs- hftps:/Awm.floddabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypublNDOfxVcZHZIO%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 836B September 26,2017 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 6t' Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. ,I Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-836B, 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 j 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-836B,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-836B. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836B,using clips as shown in CWS-836B • 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. i 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. P�'DRE W +�t Lucas 58201 9/26/2017 Turner y* r Lucas A. Turner, P.E. 2017-09-28 FL�� :. �� FL PE#58201 07:30+20:00 0- 0 3" PVC MULL BAR - LARGE MISSILE IMPACT GENERAL NOTES: ggfiff1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE. VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S E. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W ALA,FLORIDAFL RI34474 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 DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD O DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. Z Q 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. Z W LU 0 Q w O w 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O z 0_ t DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. I.Q..I(D§Z 0 ANCHOR CLIP ---- -------- ------ ANCHOR CLIP z Zx2Q A C I I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT U U c z QQ.H 0)a 6 7 I I APPROVAL. ONLLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE n 0(9=) z U-Z�V CO B P-ILMOOWz O 6 O O 8 APPLICABLE LOCAL LAWS,BUILDING CODES,SONSIBILITY OF SELECTING FENESTRAT1 ORDINANCES OR OTHER SAFTEY ¢ w }j O REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w 00 rr(D❑w W w BUILDING OWNER OR CONTRACTOR. (L ?=a W 0 m �7w 0-1S2 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THISa H a L a rn DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. , y wun� Q I Q Q I 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE ,`�4%�PNDRE4y UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ,�JGp?•4�CENg- G F E D SHOWN HERE IN. .J;• c�G ANCHOR CLIP S-: No 58201 4 10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. EXAMPLE HORIZ/.VERT.MULLION13 FOR SECTION VIEW ONLY 'O : STATE of :btu= Hwy F•A-�O R. ANCHOR CLIP , �pNA�•���`�` Lucas Turner 2017-09-28 7� O O 07:12+20:00 9/26/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 X II X I SHEET DESCRFMON: I II I TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 -- -- __ __ DRAWN BY: DATE: DP CHARTS.................................................2-3 ADE 09/27/12 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP EXTRUSIONS.................................................5 DWG a: REV.: SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY CWS-836 B INSTALLATION DETAILS..........................9-10 SCALE: SHEET 1:25 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 or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOODpereachandofmullion.HOLLOW or GROUT-FILLED BLOCKrequire 1/4"ELCOULTRACONS. (l p/7(t9�j//nryyn OPENING SIZE(In.) WINDOW SYSTEfMS 39 1 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 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 1 80.0 80.0 OCALA,FLORIDA 34474 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 WWW.CWS.CC 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 80.0 65.0 �- 53 118 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 1 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 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 IMPACT 68 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 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 ¢ z 3 ¢z o DP CHART IS FOR: z w-10¢ �0w NON -INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): w z O z w-z F 0 av>�>0W3m LL F-wzl-�Mx 1522 CLIPS z z 2¢Ww00 -(4)#10 SCREWS INTO WOOD or METAL O 0c-) ow O z¢h�a -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a z-n z z I- vi -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK Z O 0 0 --D 0- � -ZVCOZ Q i--U-2'QOILZ --------------------------------------------------------------------- a30WF-1=--0- Q Z Design Pressure Chart(PSF)for NON-INTERSECTED ImpactPVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"lTW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w LL CIO aj 0 w y w WOOD pereach end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS, Of z=a W 0 y ai OPENING SIZE(in.) 0 Lu I-Of w= 39 45 63 69 753/8 81 87 93 99 1 1073/8 114 120 126 132 138 1453/8 0. 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 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 80.0 483/4 80.0 80.0 80.0 8 .0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 65.0 ������Pp10RE4y�T 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 V�cEniSR(.�'L�'. 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 65.0 65.0 65.0 -1 63 80.0 80.0 80.0 1 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 1 65.0 65.0 e 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 't krz - 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 �9O. STATE of 4U 72 J65.0 65.0 55.0 65.0 65.0 65.0 55.0 64.9 61.7 59.1 56.9 53.7 '� F'•.C O R tOP'���.� DP CHART IS FOR: 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 X� -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO R(SHOWN IN DASHES) -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK B THROUGH THE USE MULL BAR CLIPS. 9/26/2017 INTERSECTED 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. 1239 JABARA AVE. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE NORTH PORT,FL 34288 VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION TWIN TRIPLE TWNfTRPLE PH.941-380-1574 HORIZONTALMULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESORPTION: DP CHARTS r r NON-INTERSECTED J J c9 c9 OPENING MULLS DRAWN BY: DATE: J 0 w `� z 0L ADE 09/27/12 J J L L 7 7 0 w DWG#: REV.: o CWS-836 B I I I II LII II LII I f-- OPENING S¢E I OPENING SIZE~ F� OPENING SIZE-- I -moi OPENING S¢E F-- MULL LENGTH 4If-MULL LENGTH --IMULL LENGTH 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)#10 Screws into WOOD or METAL or 3/16"rl W Tapcons into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. // n/7(ty j/f�Tyi 1f)•�/�(/� OPENING SIZE(in.) WINDOW SYSTEMS L�/L1("J7j 39 45 51 57 63 69 753/8 81 87 93 99 110 3/8 114 120126 132 138 1453/8 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 423/4 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 WWW.CWS.CC = 48314 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 3%'PVC z57 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 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 ¢ z3 <z 0 Lu O ww00 DP CHART IS FOR: w zOz W=zlw_- INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): o z w�z 0 ix 3 Co 21 z zxm< 1522 CLIPS O 010 j W o l -(4)#10 SCREWS INTO WOOD or METAL 0 v mai 0 LL D. -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z 0(9:3 Z�U- -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK < �-LL�O O u Z <30F0�b- 1767 CLIPS < vi -(6)#10 SCREWS INTO WOOD or METAL w o a r}n o w rn w -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z s2 w 0 0 ~ -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK _~M IL W=L y D. F LL ��a iaDREW i TWIN/TRIPLE HORIZONTAL MULLION �v�" No 58201 .�� VERTICAL MULLION STATE of %0 4L, d � F --- -- �SINGLE1 OONA„Ep��,� Z z TWIN LU W OR W 0 TRIPLE� L --- -- I UNITS I ��BELOW I I I 9/26/2017 I--OPENING SIZE MULLLENGTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRPTION: 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#: REV.: INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 OF 10 ITEM PART# DESCRIPTION FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP ( ) (F4767 XXX) /7(�9rj//n • 1 H-1758 13/8°x 3"MULLION TUBE LINE ITEMS NOT USED: (F4522-XXX) ((�9Tt�yANL1((l4llWU/ II(��/,((�����//�}IjI 2 #10 OR#12 HEX WASHER HEAD TEK SCREW"(see note below) 5-6,12 NEW F-1522-013 F-1767-001 3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYS VE. 4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. 7 S-1897 MULLION CLIPFIN NEW F-1767-0D4(L&R) OC W CFLORIDA LORIS.0A34474 8 SEALANT RETRO F-1522-013 F-1767-004(L&R) 9 S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001 10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 311 PVC 11 S-6018 MULLION INTERIOR COVER MULL BAR 13 P-3486 MULL BAR CAP 14 F-1522-013 3'SLOTTED NEW CONTRU-nON FW MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD _j 17 F-1767-004L JL-ANGLE 3"MULL CLIP,FIN,LEFT 3 Z 3 <I---w w 0 p 18 F-1767-004R 1L-ANGLE 3"MULL CLIP,FIN,RIGHT z w-1 o �z w w z0? w--t 19 #10 HEX WASHER HEAD TEK SCREW o 4 a) }O w�m 20 #10 FHTEK SCREW Z z=m¢~' _ O OF-O(j�=Oo USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT U U y F-Za r co a Z O 7ZjV� z0oz 1 3!4° 1/2' 11/16" X=--j1+1 7/16° +1 7/16°� 9/32" Q 0 w V F O 7/16' 1— 1/ I / I O 0 • 11 1 1/4° 10 1/2°7L-Il�i�L+�_9� �{ 7/16' 7H 6• K Z w O W W L vts, v1s^ 1/16 DRIP CAP S-1895 1 13/16° 1 13/16' O w 1=-0 d 2 Lu)" MULLION INTERIOR (1 15116"1 3/8• L F a � a COVERS-6018 FLANGE ADAPTER S-1896 1 3N6° 2 7/16° 1[Q' 111!16' (1718'1 ttttquut.q���� x~13/8" 1/4"(TYP) av6• ,.� PNOREW TG,, I 1 13/I16" I �I +�.`JGp1.•4�GENS�.��tiy� J— i " ,.'�� No 58201 �'.� TOP VIEW 27/16° 15/16' 213/16' 1/8" !�Z• STATE OF .�W: —21/16"- -5'2— 1/16" 7 13/4"- --1318°- 15 1 3/16° 1/8' 2 3/16" 3"MULLBAR H-1758 MULLION CLIP S-1897 9/26/2017 14 IF4 7/8' 21/4' LUCAS A.TURNER,P.E. F-1522-006 6 FL A#RA AVE.01L 1/e" RETRO/FLANGE CLIP 1239 JABARA A NORTH PORT,FL 34288 � PH.941-380-1574 4718" SHEET DESCRPTION: 1 F-1522-013 /1 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK i TO REMOVE FIN FOR FRAME DRAWN 8Y: DATE: ATTACHEMENT TO MULL BAR ADE 09/27/12 DETAILA _ DWG#: REV,; TYP.FIN FRAME 3:1 - `CWS-836 B SCALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 FRAME TYPE OPENING -r MULLBAR CLIP "L"MULLBAR CLIP /� (F4522-XXX)-15 -013 (F-1767-XXX) (( f//"a m>K m NEW F-1522-013 F-1767-001 V� (f21A�(yYSTE(G I��//�r/jl • I FLANGE WINDOW SYSTEMS RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 FINWWW.CWS.CC I RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3"PVCs MULL BAR IMPACT < Z 3 <ZO z wW❑ awoaw 1 1e i o ar°nz� o=3m u- Fw�zl-��x z zxm<�w o 2 3/4• 21/4" z 0= 1-Z�v co < F=Zu.2pOu_MOZO 3oF0 00�0)0wcow I 15/8" 12 314.1 2 7/16° Ll.(n W 0-j�II-- p WFCL D aSwca I a F a WR :wca 3/8°(2X) a. I X IL 7/16•THRU(TYP) 1/4•THRU(TYP) 1/2' NtpAuugr, OUTSIDE •```,,`PNORe4y Ql 1/4'(TYP) 7/16"(TYP) I v: No 58201 318• O 3/8" I OL• STATE OF .•mow= 15/8" I2 3/4"I7 15/8" 3"L CD c5� 16 is �- 6 718• 9/26/2017 1/2• 1/2" I LUCAS A.TURNER,P.E. 2 3/q• 2 3/4' I •L'ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201 5" I 1239 JABARA AVE. NORTH PORT,FL 34288 'L'ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L °L°ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R i PH.941-380-1574 OUTSIDE I SHEET DESCRIPTION: I EXTRUSIONS I I DRAWN BY: DATE: ADE 09/27/12 DWG REV.: CWS-836 B SCALE: SHEET 1:2 5 OF 10 I I � I I - I I WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC I I a 3"PVC MULL BAR SEAL BEHIND FLANGE O I PRIOR TO ATTASEAL BEHIND CHING C� I APPLY SEALANT ALONG FULL o IMPACT PRIOR TO AT I TO MULLION I LENGTH OF WIN DOW FRAM 2 GROOVE PRIOR TC ATTACHING TO MULLION 9 ; i 9 I' ' I COVER Z 3 a Z 11 I 11 I 11 11 g OWO awp°O O FIN MUST BE REMOVED � W z O z W--F WHERE WINDOWS I O Q 0§>-0 w 3 m CONNECT TO MULL u- F w I- x I I z zxm �woo I I 0 0U)i�ZD-Pada I I z° OrDm-zl-=- Uw oU 30F1=l°- I I a o:a4�v���oui A HORIZONTAL MULL BAR SECTION I HORIZONTAL MULL BAR SECTION I �AIVERTICAL/HORIZONTAL MULL BAR SECTION w 0 0 Lu co❑w vi w s FLANGE FRAME WINDOW I s FIN FRAME WINDOW I s BOX FRAME WINDOW a z m Dw. w O m 0) I D_ ~ a. -------------------1-----------------------1— ------------------------- APPLY SEALANT ALONG FULL P'GENW TG,,��i 11 1 2 . \ S•'•.' LENGTH OF MULLBAR GROOVE V• 4 11 1 2 I i PRIOR TO ATTACHING DRIP No 58201 ••.1� ADAPTOR I U d �9Q� STATE OF L FIN UST BE REMOVED WHERE WINDOWS I 1 .......� SC O A "*' CONNECT TO MULL 9Too E a a I a DETAIL A Z I 9/26/2017 SEAL BEHIND FLANGE SEAL BEHIND FLANGE 10 (SEE DETAIL 10SEE DETAIL B B) I PRIOR TO ATTACHING ( ) I APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E. PRIOR TO ATTACHING TO MULLION FL PE#'58201 TO MULLION I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 �1VERTICAL MULL BAR SECTION I B VERTICAL MULL BAR SECTION ADAPTOR 1 SHEET PH.941-380-1574 ES s FLANGE FRAME WINDOW I s FIN FRAME WINDOW I I LI I SECTION VIEWS MULLS DRAWN BY: DATE: I I ADE 09/27/12 - - DWG#: REV.: . I - I ,o I DETAIL B CWS-836 B SCALE: SHEET 1.2 6 OF 10 S rt 17 1 18 V- IYCYNJ�®rlfm'(./d(/� WINDOW SYSTEMSY O O O O 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC A 0 5� ��� I ;; fr o 3"PVC rr MULL BAR ofr —? Ifl� l� �`� IF�fI� �4 IMPACT L;ti ��; ;r= ,J nUL= owo ¢wod r 13 0 y U. HwZI-� 2 A 17 z zx6a�wu O OHOV �� SECTION VIEW A-A TOP VIEW z FIN FRAME < h?'o n'g o .Z <30w-:z_•0- > Z < OpF-Tf3wu)w iE z�w 0-1Silw- a.w X X w wwoncn 2 D. F 0_ D' d 5-MULLBAR(H-1760) 2 H-1759 (SEE SEPARATE APPROVAL FOR 4'MULLBAR( ) 2 APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR ttuuht� p APPROPRIATE DP CHARTS) ♦♦`%0%%IOREW 9 9 No 582x1 g SEE NOTE 1 7 11/16•MAX.EDGE DISTANCE SEE NOTE 1 7 11/16" DMAX.EE 1GE DISTANCE SEE NOTE 1 7 11/16'MAX.EDGE DISTANCE ���i S O ..� �♦♦♦ / E 7 t 19 SEE NOTES 1&2 1 19 SEE NOTES t&2 7 1 19 SEE NOTES 1&2 0 (1 EA./CLIP) (1 EA/CLIP) r (1 EAJCLIP) SEE NOTE 4 SEE NOTE 4 0 SEE NOTE 4 O 9/26/2017 C 5'HORIZ.TO 3'VERT.MULLBAR SECTION C�4'HORIZ.TO 3'VERT.MULLBAR SECTION �1 3'HORIZ TO 3'VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. 7 FLANGE FRAME WINDOW TFLAAMR-FRARAM IND 'W 7 FLANGE 2�AME W WDOW FL PE#58201 1239 JABARA AVE. NOTES: NORTH PORT,FL 34288 PH.941-380-1574 1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),AS SHEET DESCRPTION: SHOWN ABOVE. SECTION VIEWS 2. PRE-DRILLED HOLES(THRU HNCLIP 1897),BYTHE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE 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 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. CWS-836 B 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN //njyfyf]• TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW 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 z z r TO THE SUBSTRATE AND OTHER MULL BARS. 3" Pv`. MULL BAR J J J J Z Z W W IMPACT 7 7 J J LI I ILI II L LI I F- OUJO a 3 WW0 I+— ma OPENINGSIZE" OPENING SIZE OPENING SIZE---� +I OPENING SIZE LU p Z 0 Z>.O 0-'3 L LL I_LU ZH3:�2 Z zxm< O O I-O HORIZONTAL MULLION 0 L)coF-z a F=-((D a -TWIN?RIPLE 0 Z-OJ-Z I- fq TWIN TRIPLE TWIN/TRIPLE VERTICAL MULLION Z O V` II }~ 3u HORIZONTAL MULLION HORIZONTALMULLION HORIZONTAL MULLION < QZU Z7 wOO U.Z0} O : OA5?�- U d L OPEN -- -- W LLmW�0LUWw r, O �SINGLE� ?-D SIZE w i I TWINI 0 wFOLL, W2E� Z a OR K = 0. Kew w 0 -- —_ o �TRIPLE1 o ~ a EL i 2 UNITS L O L I �BELOWCL � L I I %0 %A �����i MULL LENGTH —.I T �MULLLENGTH �� MULL LENGTH i II I II I ��� P'"��. OPENING SIZE --I F� MULLLENGTH--I `�JGQ`,.4�GENSN��Y�9 z-: No 58201 •�?� �9Q: STATE OF ;�rtr` p�3S•+ls ONAs 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 z� 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. 9/26/2017 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 W ITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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: 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 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 Br: 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 WIND 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 B 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 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS) 1:1 8 OF 10 �i,��®�• WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 3"PVC MULL BAR IMPACT RETRO FIT 'L"ANGLE MULL BAR CLIP MULL BAR CLIP TWO REQ'D PER EACH END OF MULL 4 Z N LL, O 0 O - ] MULLBAR r, MULL BAR Z W J o ¢[:Z W tO Zw? >-0W m INSTALLATION ANCHOR ` ON ZATm SEE TABLEIEEEZZ L' 1 ADD STRUCTURAL ELEMENTS OUTSIDE EXPOSED i3� WINDOW SYSTENS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW,CWS.CC 3"PVC MULL BAR IMPACT RETRO FIT CLIP g p w p a Z 0 MULL BAR CLIP TWO REQ'D PER EACH END OF MULLR "L" Z WJ❑ W p p Lu Lu z it Q Z0Z }OaZm_ LL . la-w�ZH?iMX MULL BAR MULL BAR Z Z x 2<W w 0 0 O 0E-0 < W zJLJI-- zJL1� o Z=)-Z��vai lr 'lft f INSTALLATION ANCHOR ' 1�J��L INSTALLATION ANCHOR Q �Z c6-::3 ZO p LLZ II l I SEE TABLE 1,SHT 9 I I SEE TABLE 1,SHT 9 } Q 3 0 w F H O_ J�JLr J JL Of a Z'6 SEALANT ALONGE J c'� L w LL O W y O W vi w SEALANT 0 w�w OUTSIDE EXPOSED .d OUTSIDE EXPOSED a d Z=IL O (D EDGE BY INSTALLER oti"o; EDGE BY INSTALLER u ovo"•°o; 0 w H 0 W EXTERIOR FINISH "o bi —— MIN.EMBEDMENT EXTERIOR FINISH 'tri_ _ MIN.EMBEDMENT a F a 0 W BY OTHERS ,•o�_.I- —— SEE TABLE 1,SHT 9 BY OTHERS ;oto— -- - SEE TABLE 1,SHT 9 PERIMETER SEALANT PERIMETER SEALANT BYNSTALLER BYINSTALLER INSIDE AND OUT o•;• INSIDE AND OUT 0 �ND�RE'ip���i SUBSTRATE BY OTHERS "' SUBSTRATE BY OTHERS ,�O P•,.....M; SEE TABLE 1,SHT 9 •:o• SEE TABLE 1,SHT 9 4��GQ .4�CENSF.,-Q,yi�� ^ MIN.EDGE DIST. MIN.EDGE DIST. J.' No SS201 •%�1� F VERTICAL SECTION SEE TABLE 1,SHT 9 rG1 VERTICAL SECTION SEE TABLE 1,SHT 9 * * k 10,J TYPICAL FIN(RETRO FR)ANCHORAGE 10 TYPICAL FIN(°L"ANGLE)ANCHORAGE ' 9S- STATE OF "�tuZ HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 0. •4j Z ;%%'.•A, P,••c�� •40RtO 0NA� 9/26/2017 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 SHEET DESCRIPTION: 2.RECESS RETRO MULLION CLIP 3/8"MAX FOR CLEARANCE OF WINDOW UNITAS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER"T•MULL CLIP,SEE SHEETS 2-3. DRAWN Sr. DATE: THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. ADE 09/27/12 4.SEAT MULLION TIGHT TO MULL CLIP. DWG n: REV.: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B SPECIFIC INSTALLATION DETAILS. SCALE: SHEET 1.2 107F 10 I � I iI ii I �j PRODUCT APPROVAL NUMBER: Fl. #9520.2 OPENING IDENTIFICATIONS: OPENING BETWEEN 3/4 f 1/4/2018 Florida Building Code Online o a " a IArAansem — - 1 [ N BCIS Home I Log In I•User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I1 BCIS Site Map I Links I Search I Florida Walk}}}��,,, ■/'� `t3 ::: Product Approval I171 USER:Public User Product Aooroval Menu>Product or Aooiicatlon Search>Aooiicatlon List>Application Detail FL# FL9520-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 11 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc i Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc i Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 j (352)368-6922 Ext 221 I amonteverde@cws.cc i Category Windows Subcategory Mullions I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report i Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 l Validated By Steven M. Urich,PE CJ Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R7 COI EvalReport836B.pdf I Referenced Standard and Year(of Standard) Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 i i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv[HvmuJRWcZl2gTuypublNDOfxVcZHZIO%3d 1/2 1/4%2018 Florida Building Code Online FL9520 R7 Equiv FL9520 Equivalencv.Rdf i Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval 10/05/2017 Date Approved 12/12/2017 I i Summary 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 R7 II CWS-836B.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 R7 AE EvalReport836B.pdf 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 R7 II CWS-837B.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 R7 AE EvalReport837B.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 R7 II CWS-838B.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tumer 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 R7 AE EvalReoort838B.gdf Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. I back Pseut i 1 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i 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 a-mall address released In response to a public-records request,do not send electronic mall 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 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 click here. Product Approval Accepts: ®99 M i ;Cr_edit,.Ckd' i I https://w /w.flo6dabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvlHvmuJRWcZl2gTuypublNDOfxVcZHZIO%3d 212 URNER 1239 Jabara Ave. North Port, FL 34288 � ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 837E September 26,2017 Product Description: PVC 4"Mullion H-1759 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 j Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)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-837B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3833-1B, 4C,-4,4A, -5, -5A, -6, and-6A, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. I 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-83713,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-83713. i Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-83713,using clips as shown in j CWS-837B • 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. I *�y�Riusii�ll ,��� P',.....,,, �{� moi✓ 7 Lucas No '8241 ;� G A. .Z Turner 9/26/2017 2017-09-28 - STATE of 4u4� Lucas A. Turner, P.E. ., re,.q,� $,, ; FL PE#58201 07:34+20:00 'l,� s•.�,o ,�?..� ���+ GENERAL NOTES: 4" PVC MULL BAR - LARGE MISSILE I M PACT 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 WINDOW SYSTEMS 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. 4"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 O DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. F¢- o w O WW I-.O Lou 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O Z w F-Z C DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL F w 3 Z O�M m ANCHOR CLIP ANCHOR CLIP Z Z=2¢Of w 0 0 A C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 0 U F-O0 t;a=�a 6 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE to Z APPROVAL. O Z L)Uj Z=O IUi U O s O O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY ¢ -0 w O F 0 z REQUIREMENTS� ERESTS SOLEY WITH THE ARCHAPPLICLE LOCAL LAWS,BUILDING CODES, �ENCATNENGINEERTOF RECORD, w HER 0 0 yo w m w BUILDING OWNER OR CONTRACTOR. a Z=a 0 wo�r j 0 wF-0 IL 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a = 0: w w DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY a X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. t�tHtwuap 4 Q Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE J•%,, UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ••�P��.•'�CEiJs GQ�i� SHOWN HERE IN. .•JG' ••%yL%- G F E D ANCHOR CLIP '�• No 58201 L;O% 10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. EXAMPLE HORIZ/.VERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. ro' cap FOR SECTION VIEW ONLY 90 STATE of ;btu -- ANCHORCLIP ����,SSfoNAt EC10�� Lucas Tumer z� O i i O i 2017-09-28 07:13+20:00 9/26/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-157.4 I I I I SHEET DESCRIPTION: TABLE OF CONTENTS Q GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 DRAWN BY: DATE: DP CHARTS.................................................2-3 ANCHOR CLIP ADE 09/27/012 BOM&EXTRUSIONS.....................................4 EXTRUSIONS.................................................5 EXAMPLE VERTICAL MULLION FOR DWG#: REV.: SECTION VIEWS.........................................6-7 PVC WINDOWS FOR SECTION VIEWS ONLY CWS-837 B CONFIGURATIONS&ANCHOR NOTES.......8 SCALE: INSTALLATION DETAILS..........................9-10 SHEET 1:25 1 OF 10 Design pressure Chart,PSF,for Non-htersected trpact P/C4"Mullen 1+1759,with 1522 tips using fou(4)#10 screws or nesonry anchors per each end of nullon.Sea note below chartforfurther anchorage Infometion. i--� I OPENING SIZE On.) Inleasj® .� �W 39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 I VERTICAL MULLION lu '(� 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I HOR¢oNTw_ra.MuuaN WINDOW SYSTEhIS 531/8 20.0 120.0 120.0 20.0 120.0 20.0 118.6 115.1 2.3 110.3 109.1 108.6 108.6 108.6 108.6 108.6 108.6 108.6 r 1900 SW 44TH AVE. 57 120.0 20.0 120.0 20.0 1 7.9 11.7 O6. 102.9 99.9 97.6 96.0 94.6 94.3 .3 94.3 94.3 .3 70.0 I u� OCALA,FLORIDA 34474 63 0. 2. 7. 2. 68.5 7.9 77.9 77.2 7. 7. 7. I z ly WWW.CWS.CC +Z- UU 68 120.0 120.0 108.8 100.0 93.1 87.5 82.7 79.2 76.2 73.6 71.6 69.3 68.1 67.2 66.6 66.3 66.3 66.3 I to - V' 72 120.0 112.1 101.4 93.1 86.5 81.1 76.5 73.7 70.1 67.6 65.5 63.2 61.8 60.8 60.0 59.5 59.2 z W76 118.6 105.2 95.0 87.1 80.7 75.6 71.1 67.9 64.9 62.5 60.4 58.1 56.6 55.5 54.7 54.0 I E Orr PVL` J 80 70.0 70.0 70.0 70.0 70.0 70.0 66.5 63.3 60.5 58.1 56.0 53.7 52.2 51.1 50.1 I 0. 84 70.0 70.0 70.0 70.0 70.0 66.5 62. 59.3 56.6 54.2 52.2 49.9 48.4 47.3 L i MULL BAR 88 70.0 70.0 70.0 70.0 67.3 62.6 58.8 55.8 53.2 50.9 48.9 46.7 45.2 I I I �MULLLENGTH IMPACT 92 70.0 70.0 70.0 69.1 63.8 59.4 55.6 52.7 50.1 4.9 46.0 43.8 I F� OPENING SIZE-�I 96 70.0 70.0 70.0 65.8 60.6 56. 52.7 1 49.9 1 47.4 45.3 1 43.441.3 1 1 1ITRIPLE VERTICAL MULLION DP CHART IS FOR: r HORIZONTAL MULLION3 Z O NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): = Z W Ul 0 U)LUF❑W 1522 CLIPS I W zOz 0=~zL -(4)#10 SCREWS INTO WOOD or METAL I W o H w 3}O (4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I J z z=2 I �W O O0 0OFo-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK co Fz o. co -------------------------------------------------- 3 ❑ z-t-z H:m Design pressure Chart,PSF,for Non-Intersected npact FVC4'MrMn 1-1759,with 1767 tips using sit(6)#10 screws or nesonry anchors per each end of rru#on.See note below chartf or further anchorage Information. I 0 z U ui-=O a V OPENING SIZE On.) I I 7I-MULL LENGTH -� �'2 O+W-O O 39_ 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 I -�OPENING SIZE4- Q of (A V OZ co 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 f'-LU O❑ }�3-2 53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I TVERT�CAL MULLION Z(n LU fn p (p~ CL 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 I HOR¢OrrzALMULLON 00 W F O LL 2: 63 120.0 20.0 20.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 117.5 716.0 115.2 114.9 70.0 70.0 70.0 I = W W?�W F Of 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 113.4 109.6 106.5 103.2 101.3 100.0 70.0 70.0 70.0 70.0 O- ~ O' O- _ ,72 120.0 120.0 120.0 120.0 120.0 120.0 113.9 104.3 100.6 97.5 94.1 70.0 70.0 70.0 70.0 70.0 I r OPENING IO 76 120.0 120.0 120.0 120.0 120.0 112.5 105.9M70.0 96.7 93.0 89.9 86.4 70.0 70.0 70.0 70.0 I 0 SIZE pfula J REW J 70. 7. 7. 7. 7. 70. 7 . 70. 7. 7.0 70.0 7. 7. 7.0 I ,,���4 O 1195. 0 8a 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 L- . PN......, rG y� f 88 70. 7. 7U.0 7U.0 lux 7.0 70.07. 7.0 7. 69.5 67.392 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.5 65.2 96 7. 70. 70.0 7. 7. 70.0 70. .3 5.5 7-I I No 58201 I r f- OPENING SIZE�I MULL LENGTH I�-I :N DP CHART IS FOR: I TRANSOM OVER TRIPLE R-o: a, NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): VERTICAL MULLION %9's STATE OF W 1 767(6 #1 IPS i ;V,'.A' OP0�2�•` 998 or ME+ ♦tr ......F.I /16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE Or WOOD L c9 Design Pressure Chart,PSF,for Non intersected lrpact FVC4'Mullen 1+1759,w/1767 tips using slot(6)#12 screws or 1/4'Etc Ulracorts per each end of rrulom Sea note bebw than for further anchorage infometion. I OPENING SIZE n. I 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 §70.070.0 32 138 145 318 I 9/26/2017 433/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 0.0 120.0 720.0 _Q I 53 1/8 120.0 120.0 120.0 120.0 120.0 20.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 0.0 120.0 120.0 I T-.{OPENING SIZEI LUCAS A.TURNER,P.E. 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 0.0 120.0 70.0 I FL PE#58201 c 63 120.0 20.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 0.0 70.0 70.0 I 1239 JABARA AVE. = 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 0.0 70.0 70.0 NORTH PORT,FL 34288 z 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0_ 120.0 116.7 112.6 70.0 70.0 70.0iPH.941-380 1574 Lu 76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.7 111.3 107.6 103.5 70.0 70.0 0.0 J 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 1 0.0 70.0 1 0.0 0.0 1 70.0 SHEET DESCRIPTION: 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 I DP CHARTS 68 0 0.o I NOTES: NON-INTERSECTED 92 70.0 70.0 70.0- 70.0 70.0 70.0 70.0 7a.D 70.0 70.0 70.0 67.2 11.THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.358.5 CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE: 12m AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012 DP CHART IS FOR: I BARS)ATTACHED TO IT(SHOWN IN DASHES) NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): THROUGH THE USE OF MULL BAR CLIPS. AN DWG#: REV.: 1767 CLIPS I INTERSECTED MULL BAR WILL ALWAYS BE CWS-637 B -(6)#12 SCREWS INTO WOOD or METAL I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. SCALE:-(6)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10 Design Ressure Curt,PSF,for Mersected hpact P/CW Mlon K7759,w/1522 tips uslog(aur(4)#10 screws or nesonry anchors per each entl al rtuEtan.See note below chart for f urther anchorage irdorrtetan. OPENING SIZE(in.) I 39 45 51 57K120.0 69 75 3/8 81 87 93 99 110318 114 120 126 132 138 145 318 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.3 106.6 103.4 98.5 94.0 89.9 86.2 82.0 WINDOW SYSTEMS 42314 120.0 120.0 120.0 120.0 120.0 20.0 120.0 114.3 107. 01.3 91.6 88.9 84.6 80.8 77.3 74.1 70.5 1900 SW 44TH AVE. 48314 120.0 120.0 120.0 20.0 20.0 112.9 105.8 99.1 93.3 88.0 79.8 77.2 73.6 70.4 67.4 64.6 61.4OCALA,FLORIDA 34474 53118 120.0 120.0 120.0 120.0 111.1 102.7 96.3 90.3 85,0 80.3 72.6 70.4 67.1 61.2 61.5 59.0 562 I WWW.CWS.CC z 57 120.0 120.0 120.0 120.0 102.8 95.0 89.1 83.6 78.7 74.3 67.3 65.3 62.3 59.5 57.0 54.7 52.1 63 1200 120.0 8.6 08. 9.8 B5.0 79.7 74.8 70.5 66.6 0. 58.6 56.0 53.5 51238 20.0 120.0 08.4 9a.9 84.2 79.0 73.2 68.7 s4.8 61.3 55.5 53.9 51.3 I 4"PVC 72 120.0 112.1 101.4 925 85.1 78.8 73.1 68.6 64.5 60.8 57.5 52.2 50.7 75 318 119.7 106.2 95.9 87.7 80.7 74.8 69.4 65.2 61.3 1 57.8 54.7 1 49.6 MULL BAR DP CHART IS FOR: I IMPACT INT1522 ): ERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END -(4)#10 SCREWS INTO WOOD or METAL I VERTICALNMIULL ON a,PLE Z_ W O -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I z w LU o ¢ z w -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK -1 W ¢O 3}W�z m ---------------------------------------------------- LL f w z03g= Design Pressure Quart,PSF,for htersected hpact PlC4'Nhlon 1}1759,with 1767 clips using sbt(6)#10 screws or masonry anchors per each end of=son.See note below chart for further anchorage Information. I -- -- O O 1=-O¢�W O O I OPENING SIZE(in.) O U I z Cl) Z LL F=-m o- 1 39 45 51 57 63 69 75 318 81 87 93 99 110 318 1 114 120 126 132 138 145 318 I uj O ZO O m-Z j U W 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I I-Z LL�O O LL Z a 42 314 20.0 -120-0--12-00---12-00--120-0--1200--120-0--720-0. . . . . . . 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 105.0 -- -- 3 O Fw-F-H O- 48 3/4 20.0 120.0 120.0 120.0 120.0 20.0 20.0 120.0 20.0 120.0 120.0 118.5 14.9 09.8 04.7 100.3 96.1 91.5 I I F m g�i�3 Q 53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.6 83.6 - I L W OLL 0_'CO)O W(a W W57 20.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 0- OPENING z=a W 0 CO) 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 87.3 83.3 79.6 76.2 II W O d 2 } OPENING SIZE O w�W 68 20.0 120.0 120.0 120.0 120.0 120.0 6.1 109.0 102.3 96. 91.2 82.7 80.3 76.8 I of Of Of Of IE 1 72 120.0 120.0 120.0 20.0 120.0 117.3 109.8 102.2 96.0 90.5 a5.6 77,7 75.4 LL 75 318 20.0 120.0 120.0 120.0 120.0 111.3 103.3 97.0 91.2 86.0 81.4 73.9 I HORIZONTAL MULLION puna+ DP CHART IS FOR: I %p1 hq INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): O`� PP ��N; 1767 CLIPS I Lu ��.`Gy`'x�6 NSF GQti��� -(6)#10 SCREWS INTO WOOD or METAL I N v t' No 58201 .�A 6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD cs ISINGLE1 -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK I w oRIN •�' z ----------------------------------------------------1 'ro' O �TRIPLE� ��'. STATE OF :lug Design Pressure Qnert,PSF,for htemmted hpact PJC4'M1Mlan F*1759,w Yh 1767 clips using sbc(6)#12 screw s or 1/4'go Urrscens per each end o1=Sam See note below chart for further anchorage Infe n at.n. I I UNITS I '�O.p••,�` P •,�At OPENING SIZE(in.) I BELOW wo,fiS' O R 1�••�j�� 39 45 51 57 63 69 753/8 81 87 93 99 110 318 114 120 1 126N120.0 138 145 318 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0. 120.0 120.0 120.0 120.0 120.0 120.0C 42314 120.0 120.0 20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 20.11 120.0 120.0 120.0 h•--- MULLLENGTH 48 314 20.0 120.0 20.0 120.0 120.0 120.0 120.0 120.0 20.0 120.0 120.0 120.0 20.0 20.0 120.0 1 5.1 109553118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 114.3 105,1 100.1z 57 200 1200 120.0 120.0 120.0 120.0 20.0 120.0 120.0 2o0 20.0 120.0 116.4 0 1060 97.492.8 63 200 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 =18.8 107.6 1 .5 997 95.3 I 9/26/2017 68 20.0 2.0 20.0 1 0. 5.5 .2 96.1 .7 72 20.0 120.0 120.0 120.0 =20.0 120.0 120.0 120.0 =15.0 108.3 =02.5 93.0 90.3 I LUCAS A.TURNER,P.E. 75 318 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.2 109.2 103.0 97.4 98.4 FL PE#58201 1239 JABARA AVE. DP CHART IS FOR: I NORTH PORT,FL 34288 INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): - PH.941-380-1574 1767 CLIPS I SHEET DESCRPTION: -(6)#12 SCREWS INTO WOOD or METAL (6)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I NOTES: DP CHARTS 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE: 12.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012 BARS)ATTACHED TO IT(SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS.AN DWG#: REV.: INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 B ATTACHED TO THE SUBSTRATE AT BOTH ENDS. SCALE:3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 ITEM PART# DESCRIPTION "T"MULLBAR CLIP "L"MULLBAR CLIP 1 H-1759 MULL,13/8"x 4",FLAT,PVC FRAME TYPE OPENING (F4522 XXX 2 S-1895 DRIP ADAPTER ) (F-1767 XXX) 2wmw 3 S-1896 FLANGE ADAPTER NEW NOT R NDED F-1767-002 4 S-6018 MULL COVER FLANGE RETRO F-1522-014 F-1767-007(L&R)or 1900 SW 44TH AVE. 5 F-1522-014 RETRO FIT MULL ANCHOR CLIP F-1767-002 OCALA,FLORIDA 34474 6 F-1522-027 RETRO FIT MULL ANCHOR CLIP FIN NEW 7 F-1767-005(L&R) WWW.CWS.CC 7 F-1767-002 L-ANGLE 4"MULL CLIP,STANDARD RETRO I F-1522-027 F-1767-005(L&R) 8 F-1767-005L L-ANGLE 4"MULL CLIP,FIN,LEFT NEW NOT RECOMMENDED F-1767-002 4"PVC 9 F-1767-005R L-ANGLE 4"MULL CLIP,FIN,RIGHT BOX RETROF-1522-014 F-1767-007(L&R)or MULL BAR 10 F-1767-007L L-ANGLE 4"MULL CLIP,RETRO FLANGE,LEFT F-1767-002 11 F-1767-007R L-ANGLE 4"MULL CLIP,RETRO FLANGE,RIGHT IMPACT 12 #10 x 1 1/7,PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 CAULKH pw0 Nw0o 15 #10 OR#12 HEX WASHER HEAD TEK SCREW-(see note below z w_j 93 ¢k z w 16 S-1898 4"HORIZ MULLION CLIP,PVC 0 a y 3}}Z O x�In 17 P-5132 MULLBAR CAP 17/16'(TYP.) Z Z= a�w g o 18 #10 HEX WASHER HEAD TEK SCREW 9/32"(TYP.) 2W(TYR) c0.1 O F-OO U o HI-W 19 #10 FH TEK SCREW IL U)Z ❑ Z(9�-ZF�y -USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT O Z O d Z O=0 O 12°1 } Q�OW020Z 11/16` (115/16") 1 9/16°(TYP.) H �Q�}j 3 O 1/2' 2 3 s �� zv)EL woo w 1/16° _L 4 1/8° =~K w Lu TOP VIEW 4 3/4' d a CIL F- DRIP ADAPTER 5-1695 3 7/8" 3 10�{ p►uuuq t t/4•-.{I I 114'THRU(TYP.) �� Pb� 112• I t6L Z—: No.......... 1/16' 3 1 1/16" 1/8• ZLi6°THRU(TYP.)If Z-: No 58241 •L�1P FLANGE ADAPTER S-1898 4°HORIZ.MULLION CLIP S-1898 �p0 STATE OF -AJ 41/4" 111/16'(TYP.) (17/8") �i�tC �0RtO•Pp��:�� L�1 13/16"�{ 3116• 1/8' IIS 2 3/16• 6 . 4S�ONAH �,`,` 3 7/8' 1 1 7/16" 4 3/8' L 1/8' 1/8° 1/16' I 1 13/16°(fYP.) PVC MULL COVER-6018 F� 4 7/8'—moi 9/26/2017 4°MULLBAR H-1759 LUCAS A.TURNER,P.E. RETRO CLIP(4')F-1522-027 12 1/4°) FL PE#58201 OUTSIDE 7/16"(TYP) 1239 JABARA AVE. NORTH PORT,FL 34288 1 5/16°(TYP.) PH.941-380-1574 SHEET DESCRIPTION: SCORE,BEND,AND BREAK I TO REMOVE FIN 5 BOM AND EXTRUSIONS \ 2 3/16" AM \ �/ I L 1/8• DRAWN BY: DATE:ADE 09/27/012 DWGM REV.: TYP.FINFRAME DETAIL I- 47/8' CWS-837 B 4:1 RETRO CLIP(4")F-1522.014 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 (F4522-XXX) (F-1767-XXX) RECO �j7/7(ty�®TKI�•� NEW NOT RECOMMENDED F-1767-002 WINDOW SYSTEMS FLANGE F-1767-007(L&R)or RETRO F-1522-014 F-1767-002 1900 SW 44TH AVE. OCALA,FLORIDA 34474 FIN NEW F-1522-027 F-1767-005(L&R) WWW.CWS.CC RETRO F-1522-027 F-1767-005(L&R) 10 11 - NEW NOT RECOMMENDED F-1767-002 4"PVC BOX RETRO F-1522-014 F-1767-007(L&R)or MULL BAR F-1767-002 � IMPACT zF- awo 3 ¢z3 2 WH w w 7/16°(TYP) 1/4'(TYP) O R w z}O X—m LL l-w�zl-�2x 37/8" O zmO<�wpO p UInHVO-Pcod 15/8" (2 3/4.) 15/8" I Z Zp Z_V�Z 0 o V LL 3/78 O O 3/8' I < OHOI="ZK F- 1/2• 1/2° W p p D 5 W In W 2 3/4' OUTSIDE OUTSIDE 2 3/4° i a Z w 0w O0 JO U3 N 5' S• O =F-aIr�:w� °L°ANGLE 4'MULL CLIP,RETRO FLG(LEFT)F-1767-007L "L"ANGLE 4"MULL CLIP,RETRO FLG(RIGHT)F-1767.007R ————————————————————————————————————— ,��IUluUa1�� `����PNDREW f° No 58201 it •:yF 8 STATE OF +ONA,`��J,��� F- 6 7/8'— I 6 718• I f- 6 7/8' -I L 7/16°(TYP) 1/4"(TYP) 3/8° O alb" i 7/16°(TYP.) 1/4°(TYP.) 9/26/2017 1518 (2 3/4•) 1518" I O LUCAS A.TURNER,P.E. \b FL PE#58201 41/4" 19/16°(rYP.) 1239 JABARA AVE. NORTH PORT,FL 34288 3 7/8' I PH.941-380-1574 (2 7/8') 19116, SHEET DESCRIPTION: 1/2• 1/2° I d/ L3/B° EXTRUSIONS 2314• 2 3/4° � OUTSIDE OUTIDE SDRAWN BY: DATE: 5° 5" � OUTSIDE 27/16°(2X) 27/16° 1/2°(2)n ADE 09/27/012 'LANGLE 4'MULL CLIP,FIN(LEFT)F-1767-OOSL 'L'ANGLE 4'MULL CLIP,FIN(RIGHT)F-1767-005R (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) •L'ANGLE4-MULL CLIP,STANDARD-F-1767-002 _DWG#: REV.: CWS-837 B SCALE: SHEET 1.2 5 OF 10 I I I I WINDOW SYSTEmsIMS 1 I 1 I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC I 1 I 4"PVC 1 �o I p 1 MULL BAR FIN MUST BE REMOVED I APPLY SEALANT ALONG FULL IMPACT LENGTH OF WINDOW WHEREWINDOWS I GROOVE PRIOR TO ATTACHING CONNECT TO MULL I COVER I 4 3 azo F- OLLJO aWaO Lu 0 I p 1 ❑ Zw§>—Ow-z:m LL FW ZF?:g= Z Z=MQ(YWpO 0 OI-OVQ=Fw I I Q Um�zal in 5- 0 z-�-zI ❑rn --=)O- SEAL ATTACHEHIND ING WINDGE OW 3 (SEE DETAIL B) I SEAL BEHIND FLANGE PRIOR 3 (SEE DETAIL B I 0 Z U 2 Z O LL 0 TO ATTACHING WINDOW ) �?0 F p F 0 Z A HORIZONTAL MULL BAR SECTION I F 00�-0 z C6 s FLANGE FRAME WINDOW I HORIZONTAL MULL BAR SECTION �1VERTICALMORIZONTAL MULL BAR SECTION Ww❑W 03 W I s FIN FRAME WINDOW I s BOX FRAME WINDOW as i=0-Ill W 0 2 y 0 w I I w =~a w� Wm --------------------L— a ~ a APPLY SEALANT ALONG FULL •,,`,14REW!T�/rrri LENGTH OF MULL13AR GROOVE •� GENS'• R i� PRIOR TO ATTACHING DRIP ��V �. F•'•,Y ADAPTOR v:• No 56241 '�A I aro, ¢; I I �p0 STATE OF :41 15 I SEAL BEHIND FLANGE 15 I 2 1 �rrr��S�C O R,Op�Q�ta`�• SEAL BEHIND FLANGE p ry S r1 PRIOR TO ATTACHING p pRIORTOATTACHING I r4t�ONgl-0�•� WINDOW WINDOW I (SEE DETAIL A) 2 I� - (SEE DETAIL A) 2 i I i DETAIL A Y-� p I1 I 9/26/2017 1 I FIN MUST BE REMOVED I WHERE WINDOWS APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E. CONNECT TO MULL I LENGTH OF MULLBAR GROOVE 01 PRIOR TO ATTACHING FLANGE FL JA#RA AVE.I 1239 JABARA A ADAPTOR WDETAIL NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS VERTICAL MULL BAR SECTION X81 VERTICAL MULL BAR SECTION MULLS FLANGE FRAME WINDOW s FIN FRAME WINDOW DRAWN BY: DATE: ADE 09/27/012 DWG REV.: CWS-837 B I SCALE: SHEET 1.2 6 OF 10 6 A 1 s 1 l�(414ts1)CG®�� WINIDOW SYSTEPIS O O r1 h l O O OCALA,. 1900 SW 44TH 34474 1 II II I III III ----- O-- $z--,� II IIN��� --o----- 6 4..PVC 1"r�I I I I{ ;� ft �i it MULL BAR �1 JiIrl, I I I I`tj ��fL ��_ �'y,L IMPACT lf 11f1� f n o ��; Us�lJLnr 1�� 17 z w'o arzw y Rw3z�3�x /� 17 SECTION VIEW A-A O O F=-O a U Urnl-U�H-ya TOP VIEW zo 6 S--IKF8 FIN FRAME ¢ �ZU260LL } ~30w020Z 'g}~Utzc U~_1 O1L�21-r}p0 W(nw rn w 0 J(A I-- z— a It 0 _~itW� w� d F_ D D IL 15 15 ►►►UUUri 1s 18 �zEa/c ILILPj182 18(EEA/C IP)E NOTES 1&2 %0 gOREW/TG�''i v:• No 58291 �:?� 1 2 2 5 prL, 6=5 Ic 'MULLBAR(H-1760) (SEE SEPARATE APPROVAL FOR o• ;¢ APPROPRIATE DP CHARTS) �Q STATE OF :flu= 3'HORZ.MULLION CLIP 11/16"MAX EDGE DIST. 11/16"_MAX EDGE DIST. ''���i�•S (O R�p�:0�'?��, (SEE NOTE 1) 11H6•MAX EDGE DIST. ;3 MULLBAR(H-1758) 16 SEE NOTE 1 t (SEE SEPARATE APPROVAL FOR 1 SEE NOTES 1&2 18 APPROPRIATE DP CHARTS) 16 SEE NOTE 1 (1 EA/CLIP) 18 or 19 SEE NOTE 4 //�� 18 or 19 SEE NOTE 4 1 9/26/2017 R¢.TO 3'VERT.MULL13AR SECTION 7 FLANGE FRAME WINDOWQ4"HORIZ.TO 4'VERT.MULLBAR SECTION 18 or 19 SEE NOTE 4 LUCAS A.TURNER,P.E. FLANGEFRAME WINDOW FL PE#58201 /-C-'\5'HORIZ.TO 4"VERT.MULL13AR SECTION 7 FLANGE FRAME WINDOW 1239 PORT,JABARFL 34 NORTH PORT,FL 34288 PH.941-380-1574 NOTES: SHEET DESCRIPTION: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18,AS SHOWN ABOVE. SECTION VIEWS 2. PRE-DRILLED HOLES(THRU H/V CLIPS 5117 OR 5118),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWN BY: DATE: OF 9/32'AND A MINIMUM CENTER TO CENTER SPACING OF 1/2'. ADE 09/27/012 --- 3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, DWG p: 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-837 B 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1.2 7 OF 10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN 99mo TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL 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. r 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED w w F F TO THE SUBSTRATE AND OTHER MULL BARS. 4"PVC` 0 MULL BAR J J 2 Z J J IMPACT J J L II I II I II I II I I- awo� z 3 awwaa 1Z-� fes— OPENING SIZE --�1 OPENING SIZE L f� OPENING SIZE --I OPENING SIZE W Z O Z_ w-Z C U.O F-W3ZF03�2 Z Z2mQQ'Wp0 O 01-0cjQ=FW a. TWIN/TRIPLE HORIZONTAL MULLION Oo Z- Z Z F j TWIN TRIPLE TWINITRIPLE VERTICAL MULLION r Z 0 Z 0(Z 0 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION } Q 3 LL W 0 2 O z I a0 Z __ __ d w 0OO�viowmw Lu OPENING cS �SINGLE� a ?LL=a w O 0 co SIZE w z I TWIN I _ W= rp i w OR a t- G. LU w z0 �TRIPLE� o o z —— —— I UNITS L (L I I (BELOW( L L fffpfun�r�f� O �� p10REW ,it, - I�—MULL LENGTH --MULLLENGTH --I MULLLENGTH � OPENING SIZE MULL LENGTH VV F -: No 58201 •�'A �9�: STATE OF t4uz 2``C 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 UNITAPPROVAL 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. 9/26/2017 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,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: 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 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: 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. ADE 09/27/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-837 13 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/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS) SHEET 1:1 8 OF 10 F THE INSTALL ESANCHORSWN ON ANY CH THREE MULL FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. WINDOW SYSTEMS • • • 1900 SW 44TH AVE. OCALA,FLORIDA 34474 -- WWW.CWS.CC �� o 411 PVC o MULL BAR TOP VIEW IMPACT MULL CLIP 1767-002 ANCHOR REQUIREMENT Z QZ� O U06 Z W.W.iC RO FIT Lu z0Z O�t0 co MMULLL BAR CLIP "L"ANGLE MULL BAR CLIP LZ O I.Q..W 3 Z OF 3r m TWO REQ'D PER EACH END OF MULL Z z x 2<IX W 0 0 0 01-0 6<=F U L) I- H to a 7C z_j � ZCy c� MULL BAR a-tOi 2 0'LL 0 �LJ ,L1 r til MULLBAR }=355cd 2 �� 1, INSTALLATION ANCHOR w LL 0 co O W tD W INSTALLATION ANCHOR J SEE TABLE 1 W 0_j M F- JL, , JI II SEE TABLE 1 J ,r ��` J��I w F O d 2 } SEALANT ALONG r ���• ��J ADD STRUCTURAL ELEMENTS SEALANT ALONG I L-, I I ADD STRUCTURAL ELEMENTS 2 D: W 3 W �. AS REO'D TO MAKE LEVEL FOR �4 AS REQ'D TO MAKE LEVEL FOR CL 1" o a OUTSIDE EXPOSED MULL BAR OUTSIDE EXPOSED "r r`Li jj MULL BAR EDGE BY INSTALLER —— EDGE BY INSTALLER IMETER INSIDE AND OUT BYINSTALLER MIN.EMBEDMENT `�,'% WIDREW 5, MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 ...... E N 3F G�ti•�� INSIDE AND OUT SUBSTRATE BY OTHERS—/ SUBSTRATE BY OTHERS - No 58201 �.�� SEE TABLE 1 SEE TABLE 1 -MIN.EDGE MIN.EDGE DIST. SEE TABLEDIST. �p0 STATE OF Jew` SEE TABLE 1 D VERTICAL SECTION VERTICAL SECTION 9 TYPICAL FLANGE HEAD AND JAMBS(RETRO FIT)SIMILAR FOR FLANGE WSTALLATION 9 HEAD AND JAMBSTYPICAL FLANGE(S MIRO )ANCHORAGE LAR FOR FLANGE z� 9/26/2017 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 S ANCHORTYPE MIN.EMB 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16°ITW TAPCON 1" 3" > 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 MIN. 3/16°ELCO ULTRACON 1-3/4" AFTER INSTALLATION. PH.941-380-1574 HOLLOW or GROUT-FILLED CMU(ASTM 69MAX0)or 3.RECESS RETRO MULLION CLIP 3/8"MAFOR CLEARANCE OF WINDOW SHEET DESCRIPTION: 1767 CLIP INTO SOLID CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS 2XMW.SOUTHERN PINE IIW TAPCON E(G=0.55) 1-3/8" 7/8" 4.FOUR(4)ANCHORS REQUIRED PER""1MULL CLIP,SEE SHEETS 2-3 FLANGE OR ELCO ULTRACON THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" ADE 09/27/012 16 GAUGE.(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" 5.SEAT MULLION TIGHT TO MULL CLIP. DWG M REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-837 B 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREADSPECIFIC INSTALLATION DETAILS. 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125° 7116" SCALE: SHEET 1.2 9 OF 10 WINDOW SYST'EIMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 4"PVC MULL BAR IMPACT z 3 QZ� o O •L•ANGLE MULL BAR CLIP Z W J O Q r Z W TWO READ PER EACH END OF MULL RETRO FIT O Q N }O K�m MULL BAR CLIP IL H W 3 Z I-�; 2 Z Z=mQ�WQO MULLBAR U Uv1OZaI.-tia F� MULL BAR p Z-�-ZI...�y I9 _ N -zoozoU- �r Jd SII INSTALLATION ANCHOR -ifJR - EXTERIOR Jllr_-_-,I -- Q O W 2 O? 1r t J SEE TABLE 1,SHT 9 J ~ ��f lI INSTALLATION ANCHOR Q }j Oco II III SEE TABLE 1,SHT 9 0 0 >-5co 0 �w LJj JL,_�� tr 'Dw O-1coI- SEALANT ALONGE J` " SEALANT ALONGE O WHO a 2OUTSIDE EXPOSED �rOUTSIDE EXPOSE = a wEDGE BY INSTALLER ob°;• EDGE BY INSTALLFINISHqtr- - — —_ MIN.EMBEDMENT EXTERIOR FINISH _ MIN.EMBEDMENT BY OTHERS --— — SEE TABLE 1,SHT 9BY OTHERS — — SEE TABLE 1,SHT 9 PERIMETER SEALANT A► ��4 pttub BY INSTALLER PERIMETER SEALANT ��tt �OREW INSIDE AND OUT BY INSTALLER •o, ���, P' SUBSTRATE BY OTHERS INSIDE AND OUT JG •�\ SF ��' SEE TABLE 1,SHT 9 SUBSTRATE BY OTHERS No 58201 t?A S SEE TABLE 1,SHT 9 MIN.EDGE DIST. o• MIN.EDGE DIST. S v: - F VERTICAL SECTION SEE TABLE 1,BHT 9 10 TYPICAL FIN(°L'ANGLE)ANCHORAGE r1 VERTICAL SECTION SEE TABLE 1,SHT 9 G 9� STATE OF X46 HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 10 TYPICAL FIN(RETRO FIT)ANCHORAGEp;' HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION �iFs........ r� 9/26/2017 NOTES: LUCAS A.TURNER,P.E. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE#58201 AFTER INSTALLATION. 1239 JABARA AVE. NORTH PORT,FL 34288 2.RECESS RETRO MULLION CLIP 3/8•MAX.FOR CLEARANCE OF WINDOW PH.941-380-1574 UNIT AS NEEDED. SHEET DESCRIPTION: 3.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3. INSTALLATION DETAILS THREE(3)ANCHORS REQUIRED PER"L°MULL CLIP,SEE SHEETS 2-3. FIN 4.SEAT MULLION TIGHT TO MULL CLIP. DRAWN BY: DATE: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW ADE 09/27/012 SPECIFIC INSTALLATION DETAILS. DWG u: REv.: CWS-837 B SCALE: SHEET 1:2 1(DF 10