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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Pagel of 2 Vi V4 MI E�r(I�ra� fli11ls'4�� saS Horne log in User Registration Hot Topics Submit 5ur[harge Stats F�Facts 'ss;rdrx=La t Par"'.,t.,p ' :ml='=�to Susi esg �COf S51 I PraiuukUseroval ��;� USER:Pubf;[User Regulation Product Annmal Menu>Product ar Aaolicareg,Ra^�lyh>Application lJ5t>Application netsa FL# FL9520-R6 Application Type Revision Code Version 2014 Application Status pproved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.oc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Kfications,Inc. Quality Assurance Contract Expiration Date qza=20 Validated By Steven M.Urich,PE Lei Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R6 COI EvP1ReP CWS-836A(3 in Mull EMP)odf Referenced Standard and Year(of Standard) BUndatil year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx`?param=wGEVXQwtDgvIHvmuJRWcZI... 5/6/2016 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products FL# Model,Plumber or,dame Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange 0 applications,(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 Il CWS-B36A_(3 in Mull,IMP),ndf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R6 AE EyalReD CW5-836A f3 in Mull.IMP1.12df and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum,Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS-837A(4in_Muil,IMP),ndf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other,Large Missile Impact;See Installation Instructions FL9520 R6 AE EyalReA CWS837A 14 In MulL IMP),odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS-638A(5.5 in Mull.IMP).odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other,Large Missile Impact;See Installation Instructions FL9520 R6 AE EvaiReD CWS-838A(5.5 in Mull IMP)odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. Sack Noxi Contact Us::1940 North Phone!850-487-1824 The State of Florida f5 an AIVEEO employer. - :;paav jd:;A� "<Oi'ity S ate nt::RP`iiri ,ami Under Florida taw,email addresses are public records.If you do not want your d-mall address released In response to a publtc-records request,do notsend electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Fiodda 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 smalls 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 addren,please provide the Department with an entail address which can be made available to the public.To determine It you are a licensee under Chapter 455,FS.,please dick there. Proul uct Approval A=apts.,r 'Pr<t 01 .-m-uritvm2 inti t http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZI... 5/6/2016 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 836A. April 27,2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems,Inc. 1900 S W 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 61G20-3.005(4). This product complies with the requirements of the 50h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-836A, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3833-1,-IA,-2,-2A,-3,and-3A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-836A, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A, using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone ® May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. ® Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. O 49 Z_t a No 58201 ;73 y 4/27/2015 mLucas A.Turner P.E. STATF_ F ' �� FL PE 458201 Lucas A.Tumer 2015-04-27 21:00-04:00 GENERALNOTES: 3" PVC MULL BAR - LARGE MISSILE IMPACT I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SHOWN W/DIFFERENIT OPTIONS THE FLORIDA BUILDING CODE(FBO),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)ANO 12 RATED FOR WIND ZONE 4 MISSILE LEVEL IWOSW44THAVE. D IMPACT USE AS DEFINED IN ASTM F 1996 PER THE FSC, OCALA,FLORIDA 34474 wwwlcws.cc 2,CONFIGURATIONS(SEE SHEETS M):VERTICAL OR HORIZONTAL. —————-- S.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. T,Pvc (REFER TOS14EETS 2-3) MULL BAR 4,ANCHORAGE:THE 33113%STRESS INCREASE 14AS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Od=i.()WAS USED FOR WOOD ANCHOR CALCULATIONS. 0 :7 S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER ANCHOR CUP - ANCHOR CUP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7APP . ESIGN PRESSURES AND INSTALLATION INDETAILS SHOWN IN THIS DOCUMENT ARmi Q77 APPLY ONLY TO THE MULLION.WDOWS MUST BE APPROVED UNDER SEP W 0 0 APPROVAL 0 Z S.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OROTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD Lu, IJ'C BUILDING OWNER OR CONTRACTOR. iL o.F II' 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY x CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR x EXTRUDED ALUMINUM. :z 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE w UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. I 3Pp�DRIFtV for, %G ........... ANCHOR CLIP rin.C"o S IV 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT, VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. .--4: No mol EXAMPLE HORIZl,VEAT.MULLION vi :,rz ANCHORCLIP---j 140 1; V. STATE OF Lucas A.Turner $ r.� 5 0- A- OI�'0:410 "-%4 O % w" *-.. R 2015-04-27 ........ 21:00-04:00 0 4/2712015 LUCAS A.TURNER,P.F— FL PE#58201 1=JABARAAVE. NORTH PORT,FL 34266 PH.941-380-1574 X x I %HEEr ogscgjpTjcN.t I % TABLE OF CONTENTS a GENERAL NOTES AND GENERAL NOTES&ELEVATIONS.....,.,,.,.2- ELEVATIONS DP CHARTS.............................................2-3 DRAW—Nsy- —bivT—e BOMA EXTRUSIONS.---............................4 ANCHOR CUP ADE 09f27/12 EXTRUSICNS............................_.....,............,5 SECTION VIEWS.........................................6.7 EXAMPLE VERTICAL MULLION FOR CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY A INSTALLATION DETAILS................._.......4310 --SHEET 1:25 1 OF 10 -------------............... ............... ..................... Design Pressure Chari(PSF)for NON-INTERSECTED ImpactP C 3'691111on H-1758,with 1522 clips using four(4)#10 Scraws into WOOD or MEfALor 3116"rTW Tapcons or ELCO ULTRACONS into S LID CO CRETE or WOOD per each end of mullion.HOLLOW orGROUT-FILLED BLOCK require 1,W ELCO ULTRACONS. OPENING SIZE n. WINDOW SYST6Ets 39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 10 SW OATH AVS. 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 So.0 60.0 80,0 OCALA FLORID VE, 34474 4 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 $0.0 B0.0 WWW.CWS,CC ZEV 48 314 80.0 8010 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 - - 53118 80.0 80,0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.D 60.0 80.0 80.0 65.0 65.0 65.0 z 57 8D.0 6D.D 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 T,PVC 165 $o.o $0.0 80.2 I30.o 60.0 $o.0 80.0 80.2 769 78.8 748 T2s ss.o s5o -: :, ULL BAR 65.D 65.0 55.0 65.0 65.0 65.0 65-0 65.2 65.0 65.0 65.0 65.0 650 IMPACT 65.0 85.0 65.0 65.0 65.0 65.0 1 65.0 I 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 58.9 59 7 i - u�. DP CHART IS FOR: . NON-INTERSECTED IMPACT 7 MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): 1522 CLIPS -(4)010 SCREWS INTO WOOD or METAL I '>-' -(4)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK i _.---•------------ -.-----._.. ---------- . ., _ . ...... ... .... ...... Design Pressure Chart(FSF)for NON-INTERSECTED Impact PVC 3"Mulllon H-1756,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3118"RW Tapcona or ELCO ULTRACONS Into SOLID CONCRETE or m,c f W WOOD per each and of mullion.HOLLOW or GROUT-FILLED BLOCK require 114"ELCO ULTRACONS. a a OPENING SIZE(In.) iE L' C.1: 39 45 61 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 d' 37 80.0 80.0 80.0 80.0 811.0 80.0 80.0 80.0 80.0 80.0 80.0 I 80.0 80,0 80.0 80.0 80.0 80,0 80.0 �)o ci 42 314 80.0 80.0 80.0 60.0 80.0 80.0 80.0 8010 60.0 80.0 80.0 1 80.0 80.0 80.0 80.0 82.0 80.0 80.0 48 314 80.0 80.0 SOLD 80.0 80.0 80.0 80.0 Ro 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 55.0 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 BOA 800 65.0 65.0 65.0 ygioexreoar}pip W 57 80.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 85.0 eeo„®'®P%ADRE&y -I "72 80.0 80.0 60.0 80.0 80.0 60.0 8D.0 80A 800 80.0 80.0 BO.D 65.0 650 `+��p.4�Gi:fty+F.•¢°�� 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.2 650 65.0 65.0 65.0v Na 58201 65.0 65.0 65.0 65.0 65.0 65 0 650 850 65 0 65.0 65.0 65.0 v 65,0 65.0 65.0 65.0 65.2 65.0 65.0 64,9 61.7 1 59.1 58.9 53.7 M ro DP CHART IS FOR: STATE OF `Amt NON-INTERSECTED IMPACT 3'MULLION 1756,HORIZONTAL OR VERTICAL,USING(PER END): NOTES ( a` a 1.THE MULL BAR IN FOCUS FOR ANY GIVEN 6+'.. .... {�\� �® 1776 CLIPS CONFIGURATION 1S SHOWN IN BOLD. °®ee$Da -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL (6)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) (6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CUPS. AN 4f2712015 INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. S.NON-INTERSECTED MULL BARS CAN 3E ATTACHED FL PE#55201 TWIN TRIPLE TRANSOM OVER TWIN TRANS9OVERTHIPLE TO THE SUBSTRATE AND OTHER MULL BARS. 1239.1ABARAAVE. VERTICAL MULLION VERTICAL MULLNIN VERTICAL MULL'ON VEM!CALMULLION NORTH PORT,FL 34288 TWIN TRIPLE T�NrrnIPLE PH.941-3601574 HOflt[rYITAL REULLEON HORDJNTAL MULLION ItCRiQONTALMULLXiY iEr T DP CHARTS T_ zLitNON-INTERSECTED �-.. OPENING .........__. MULLS z N SIE eTSV$f[3Y--- zi �. w !_ ADE 09/27/12 L } n CWS•83fi A I ^---- � _ I I I _.__. MULL LENGTHr SHEEOPEVlJG612E -� OPEN3,131TEF� 4PENIAGSIs. MULL LENGTH l-MULLLMGTH SCA -_.._.......___._._._._._.-___..._-.__-__.._.. __ ._.................._. 11 2 OFT1 0 Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,Wth 1522 Gips using four(4)910 Screm Into WOOD or METAL or 3/16'IIW Tapcons Into SOLID CONCRETE or WOOD,or 1776 clips ......... .... with six(6)#10 Serowe Into WOOD or METAL or 3116*ITW Tapcons into SOLID CONCRETE or WOOD per each end of mulllon.HOLLOW or GROUT-FILLED BLOCK require 114•ELCO ULTRACONS. OPF?dIPlG Sim n. CM29M-M WINDOW=FM 39 45 51 57 63 69 75 318 81 87 93 99 1103/8 114 120 126 132 138 145 318 1900 SW 44TH AVE. 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 511.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA.rLORIDA34474 e 42314 50.0 50.0 50.0 50.0 50.0 5010 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 50.0 1 50.0 50.0 ViWW.CWS.CC 483/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 31r PVC 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR 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 d 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.D 50.0 %.0 50.0 50.0 45.4 44A 75.375 50.11 50.0 50.4 50.D 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 j¢s OP CHART IS FOR: INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): _ o 1522 CLIPS i (4)#10 SCREWS INTO WOOD or METAL ' ( LU,} Iw:m (4)3116'rTW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or W OOD z -(4) 114'ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK i !Z 1767 CLIPS r !v7 (6)#10 SCREWS INTO WOOD or METAL1 p (6)3116"ITW TAPCONS or ELOO ULTRACONS INTO SOLID CONCRETE or WOOD I T -(6) 114'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK i <!CC �v ��10REtt�i TWINOTPIPLE HORIZONTALMULLION °'Oe I..........•-V•p��"ip VERTICAL MULLION N4 • , 58201 •� A« j w •S � i , N � -- -- 2 ISiNGLEj ��"��.4+".,TATE rSF ;��ryw r TWINOR --- -- o ITRIPLEI ®e`rapPIts,,a UAlrfS (BELOW( 4/2112016 OPENING SIZE - MULL LENGTH LUCAS A.TURNER,P.E. FL PE#58201 E 1230JASARAAVE. NORTH PORT,FL 54288 j PH.941-380-1574 'sT4:�i nescnl�tora; NOTES: BP 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 - BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09127/12 THROUGH THE USE OF MULL BAR CLIPS,AN 6W FRcir: INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHEDTO THE SUBSTRATE AND OTHER MULL OARS. SHEET 1:1 _.. ... _.... 3 OF 10 - - _._. ..................... ........ _. REM PART$ DESCRIPTION FRAMETYPE OPENING T' BAR CLIP "L"MUILBAR CLIP 1 H-1758 13/6'x 3•MULLION TUBE UNE ITEMS NOT USED: F•1522-XXX) (F-1767-)OXX) ummmso 2 #10 OR#12 HEXWASHER HEAD TEK SCREW•(see notebel 5-6,12 NEW F-1522-013 F-1767-D013 #10 x 1 1!2",PANHEAD PHILIPS RNC FLANGE REFRO F-1522-0OB F-1767-001 4 910 FLAT WASHER 1900 SW 44TH AVE. 7 S-1897 MULLION CLIP FIN NEW F-1522-013 F-1767-004(LAR) OCALA,FLORIDA 34674 8 SEALANT RETRO F-1522-013 F-1767-004(L8,R) S-1895 PRIP CAP NEW NOTRECOMMENDED F-1787.001 R14 S-1896 FLA ADAPTER BOX RETRO F-1522 008 F•1767-0Ot 310 Pvr S-6018 MULLION INTERIOR COVER P-0486 MULL BAR CAP MULL BAR F-1622-013 3•SLOTTED NEW CONTRUGTION FN MULL CUP IMPACT F-1622-005 3SLOTTEDT-CLIP F-1767-001 L-ANGLE 3'MULL CUPSTANDARD F•1767-W 3•MULL CUP,FIN,LEFT i t`t 18 F-1767-004R L-ANGLE 3'MULL CUP,FDI,RGHT 19 #10 HEX WASHER HEAD TEK SCREW 20 1#10 FH TEK SCREW -USE WOOD SCREW SIZE(010 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT •5" W!m t C' 5. 7 g:4"—°" 1tp"; i 7i#8'-•ti 3 71Y6'-+• ( ?U7 i 19116` �— )" 7/36''"¢ ty` IU>� iP4' 0" 1Q ��. _ -•-{ 7tY8"1116" DRIP CAP 9•1685 i 13718' 7 113718"I 11 MULLION INTERIOR 13/16' ! 1.915116' 378' , I :to COVERS-6018 FLANGE ASAP T ER 5-1 B98 ` 2 7116' L # '$"-� •I_,,,,,- . Y 11!18' t17i8.1 __i- 1 _t__. - 4 IM �„' 13+15:. I II `ag4¢6B0RkC$g�� TOPVIEW $7116, r+ 213118 -118' 1 No SS^i131 S.iJ Sfa I--21116' € __t. .i—_..._ 5-tS: �rr� f I �� i � STATE s F taw` 131'16" t3'MULLRAR WI 758 v®�ys , .p..U" Ila"—.yam. MULLION CLIP 5.1867 L ^�.. 1 A127/2016 21t� .__. LUCAS A.TURNER,P.E. F-1522.046 FL PE#68201 _ it8' RETRO!FLANCaE GLIP 1239 JABARA AVE. NORTH PORT,FL 34288 / I ` PH,941.360-1574 F•1522-013 I 1 NEW CONSTRUCTION 1 FIN INSTALLATION 80M AND EXTRUSIONSA SCORE,BEND AND BREAK ' TO REMOVE FIN FOR FRAME r•/ 'i°gAWN "TtiA -- ATTACHEMENT TO MULL BAR AUL: 0'912.7/12 DETAILA CY TYP,FIN FRAME 0: CWS-&36 A sc4Le: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SH[>±T 1:2 4 OF10 .......... coma I VA SW 44TH AVE. OCALA,FLORIDA U474 WWW.CWS.CC I g 61q U3"PVC M SEAL BEHIND FLANGE LL BAR SEAL BEHIND FLANGE = PRIOR TO ATTACHING APPLY SEALANT ALONG FULL C� PRIOR TO ATTACHING TO MULLION LENGTH OF WINDOW FRAME r IMPAC' � g GROOVE PRIOR TO ATTACHING ....... _--`Pj TO MULLION "S:,r �._ COVER 1 1 FIN MUST BE REMOVED WHERE WINDOWS _ c•O CONNECTTOMIP_L f X � :E 4! i w!m j z n VE(�TI2&4jORIZONTAL MULL 13AR SECTION I 'O2 ZA)HORIZONTALMULLBARQEGTiOhI �HORIZONTALML)LLBARSECTION w,—FLANGE FRAME WINDOFV �6 J F7N FRAME WINDOW BOX FRAME W INDJ4V n:Q 'UI 4I.n! rzl APPLY SEALANT ALONG FULL— ygpl4aWspp ri�r•, ti 1 2 LENGTH OF MULLBAR GROO14E ; I a UREU4s +ftp PRIOR TO ATTACHING DRIPcs L ®° ADAPTOR ! d$ •.�P�"°Pr 11 z�r roe seaD1 :`a� FIN MUST BE REMOVED vo WHEREWINDO'JJS STATE. OF CONNECT TO MULL _ `9 U DETAIL A OAg® +°,r �1 - SEALBEHINDFLANGE— 412712015 SEAL BEHIND FLANGE—/ 1,(SEE DETAIL B) PRIOR TO ATTACHIN3 1 (SEP DETAIL B) + LUCAS A.TURNER,P.E PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PF_#5LB201 TO MULLION - LENGTH OF MULLBAA GROOVE 1239 JASARA AVE. PRIOR TO ATTACHING FLAR13E B'V RTIPAL 0AULUTAB SECTIO- ePH.941 38D-1 _VERTICAL MULL BAF SECTION ADAPTOR NOPORT, 84288 PH. 574 6 RANGE FFIAME WINDOW -6 FIN FRAME WINDOW f �R �r�_."•.�._�! LSECTION VIEWS ^,7t1 C I MULLS ADE 09127/12 y� Wwt P. RE.: DETAIL B CWS-83S A SHEET '� 6 OFiD I NOTES: choomm 1.THE MULL BAR IN FOCUS FOR ANY GIVENTY11N TRIPLE TRANSCNA OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD.VERTICAL MULLION VERTICALAAULLIt1N VERTICALF4ER TWI VERTICAL MULLION 2.AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS.AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED _.._..._ T- TO THE SUBSTRATE AND OTHER MULL BARS. n Pvc MULL BAR 4 IMPACT f 3 I 1{••: k-...._...- OPENING 512E.........-i -m, OPENINGSIZE OPENING SIZE_.........-i OPENING:SIZE1�- o'd: Y y: TWINTRIPLE HORIZONTAL MULLION 'm TWEE TRIPLE TWINITIPLE YERTICALMllLLION ig ROR17,ONTAL MULLION HORIZONTAL LUJUJON HORIZONTAL h?LILUON I __ ( MLLJ OPENING SIZE ISINGLEI Q.la, t w a ( TWIN I1 w cc: s•.- —— —— ( I UNITS 1 L iBELOW� a (----MULL LENGTH -- T I---MULL LENGTH—•-I MULL LENG7H I —i ! j OPENING SIZE k--MULL LENGTH--I 1 rr$$8}ie0R8lg@d �prr°P�14RI;Ly Tfs�o "�'• STATE OF ,eta NOTES: ��®qtr'<a7 R IOP,,�`v��e T.AT MULLION LOCATION,ATTACH WINDOW UNITS)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 APPROVALFOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(410 OR 912)AS THE y WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. �^ - 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 412712018 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 9 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 I PH.941.380.1.574 MINIMUM SPECIFIED IN TABLE 1.SHEET 9. HfiETIIEYCf?IPTION; ' S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE•IX BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 8.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED HY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4.5. ffiWN U_W ' A ADE 48127/12 7,WOOD OR MASONRY OPENINGS,SUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. n a; ae SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWG-836 A 8,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sate" FMAtAAMA100(19NWINDOWS).FMAIARMA200(FLANGEWINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAIAAMANVDMA 300(EXTERIOR DOORS) SHEET 1;1 8 OF 10 WlNooW sYSTEMs IADO SW 44TH AVE. OCALA,FLORIDA 34.474 W W W.CWS.CC yve PVC MULL BAR IMPACT RETRO FIT I—'L"ANGLE MULL BAR CLIP i MULL BAR CLIP TWO REO'D PEH EACH END OF MULL _ � .s:. MULL BAR MULL BARZ7 77 INSTALLATION ANCHOR --- LLA AN H ' SEE TABLE I TABLE GOR W SEALANT ALONG _..._ '.:- = AOD STRUCTURAL ELEMEATS SEALAMALONG -- AS RE(YD TO MAK LEVEL ©` --INSTA I SEE i OUTSIDE EXPOSED AS REQ'D TO BAKE LEVEL FOR OUTSIDE EXPOSED — .. ..r. 0 STRUCTURAL E E EL FOR AD CTURAL ELE. 3, 1 EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER i MULL BAR I?3 PERIMETER SEALANT PERIMETER SEALANT I ! q; IN INSTALLER MR EMBEDMENT BY INSTALLER ) I MIN.EMBEDMENT j d INSIDEANQOUT INSIDEANDOUT ( i cc SEETABLEI I SSETABLEI SUBSTRATE BY OTHE111,,, SUBSTRATE BY OTHERS--- a.;w SEE TABLE 1 SEE TABLE I In7 MIN.EDGE DIST. I= —=;--MIN.EDGE DIST. SEE TABLEI SEE TABLE I j VERTICALSEC710NE VERTICALSECT€ON git$BI4®gray C,1t TYPICAL FLAME{RETRO FIT)ANCHORAGE 9) TYPICAL FLANGE{1'ANGLE)ANCHORAGE �®4Ea n1!DREtV d;ef�s HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 4/2712.016 _ LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE 56201 TABLE 1:APPROVED/RULE CLIP INSTALLATION FASTENERS 128J JAOARA AVE SUBSTRATE TYPE ANCflflR TYPE MIN.EMBEDMENT CAIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS WORTH PORT,FL 34206 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" S' AFTER INSTALLATION. P}{,941-380-1514 CONCRETE(2.65 KSI MIN.) 3116"ELCO ULTRACON "14" 1' 3,RECESS RETRO MULLION CLIP 2M"MAX FOR CLEARANCE OF WINDOW sH j uL uePr rttxa- HOLLOW or GROUT-FILLED CMU(ASTM C-90) 114"ELCO ULTRACON 1-1/4" 2-112" UNIT AS NEEDED. INSTALLATION DETAILS 2XMIN.SOUTHERN PINE TIW TAPCON FLANGEE{G=0.65) 1,318" 718" 4.FOUR(4)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2.3. ORELGOULTRACON asaiv5�: _ 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1.9/8• 718• THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2.3. 16 GAUGE(0.060')MIN.STEEL STUD #10-18 HILTI KWIK-FLEXOR RW FULL THREAD 5.SEAT MULLIQN TIGHT TO MULL CLIP. ADE ®9127182 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/18 a -4 pE 118'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW OWS-636 A 118"STEEL(33 KSI WN.) DRILLING SCREW THRU 0,125- 7116' SPECIFIC INSTALLATION DETAILS. !sca%e; SHEET 1:2 9 OF 10 WINDOW sTMEris 1900SW44TiAVE. OCALA,FLORIDA.34474 W W W.CWS.CC 3"PVC MULL. AR IMPACT RETRO FIT °L'ANGLE CLIP MULL BAR CLIP - TWO REO'D PER EACH END OF MULL y —MULL BAR MULL BAR ' INSTALLATION ANCHOR INSTALLATION ANCHOR ! SEE TABLE 1,SHT 9 SEE TABLE t,SHT 9 SEALANT ALONGE --.. . ... SEALANT ALONGE ............ .::.:-. W O:Q OUTSIDE EXPOSED .' OUTSIDE EXPOSED ,ey i iL EDGE BY INSTALLER �ti°o', EDGEBYINSTALLER oro°o; r°°;° I W CG EXTERIOR FINISH '�••'• MIN.EMBEDMENT EXTERIOR KNISH o,..� MIN.EMBEDMENT BY OTHERS '•.r:! SEE TABLE 1,SHT 9 BY OTHERS .. d SEE TABLE 1,SHT D ul' PERIMETER SEALANT......._..... ;-, PERMETERSEALANT—o•-�' SYINSTALLER I BYINSTALLER °�• .• Ilv'SlDE AND OUT ° INSIDE AND OUT 1w > j i 4. SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS ' SEE TABLE I,BHT 9 n",e• SEE TABLE I,SHT 9 ':a' / ag tgg6EiBB0agggt'6 MIN.EDGE DIST. IN,EDGE DIST'. ,�r®®5 p,°`C�°p�•°�C!f®ri r•1 SEE TABLE 1,SHT SEE TABLE 1,SHT 4 rrG�•'�•ti 3 +.',y,"� J F VERTICAL SECTION G VERTICAL. f'L'SECTION X10 J TYPICAL FIN(RETRO Ff ANCHORAGE SA TYPICAL FIN ANGLE)ANCHORAGE +y: No S62aT A HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION fi aOt lees • °+gi3O�tA'�asa° � 4/27f2a16 LUCAS A.TURNER,P.E. NOTES: FL PE a 58201 I 1239 JMARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 342BB AFTER INSTALLATION. PH,841-380-1674 2.RECESS RETRO MULLION CUP 3/8'MAX.FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS S.FOUR(4)ANCHORS REQUIRED PER'r MULL CLIP,SEE SHEETS 2-3, FIN THREE(3)ANCHORS REQUIRED PER-L'MULL CLIP,SEE SHEETS 2-3. DPAw'A ay, - ^ATE 4.SEAT MULLION TIGHT TO MULL CUP. ADE 09/27/12 i a r,a: E 9-,-----.-. 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW GWS-838 A SPECIFIC INSTALLATION DETAILS. scnLE. SHEET 1:2 '1001710