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Florida Building Code Online Page 1 of 2 i - �'r 9t r v: €Celt"- BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications Contact Us ; BCIS Site Map Links Search I tApproval USER:CPublic w Product Aopmval Menu>Product or Application Search>Application List>Application Detail ^a z t4 NFL# FL17234-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc i Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@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 Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE CSI Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440 2008 ASTM E1300 2004 Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A Date Submittetl 10/29/2019 https://www.floridabuildi aspx?param=wGEVXQwtDgvOQpGQvtV... 3/10/2020 Florida Building Code Online Page 2 of 2 Date Validated 11/10/2019 Date Pending FBC Approval Date Approved 11/12/2019 Summary of Products FL# Model,Number or Name Description 17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non-Impact, 53 1/8"x 76" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17234 R6 C CAC 138-1379.Ddf Approved for use outside HVHZ:Yes FL17234 R6 C CAC CAR 138-1305.2df Impact Resistant:No FL17234 R6 C CAC CAR 138-1306.odf Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other:SH-610 Equal Split or Oriel,Max.size 53 1/8"x 76", 08/15/2021 Fin,Flange, DP+50/-50 PSF.Glass complies with ASTM Installation Instructions E1300-04. FL17234 R6 II CWS-935C(SH-610,NI).Dclf Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17234 R6 AE EvalRePort935C-2017.odf Created by Independent Third Party:Yes Bacl: Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:650-487-1824 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 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 tradltional 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 emaiis 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: IYk IG.'.i.i 6_hEt{. ®'kms, Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtV... 3/10/2020 SINGLE HUNG - NON-IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND VVOMDOW SYSTEMS (SHOWN w/DIFFERENT OPTIONS) MANUFACTURED 1'0 COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC -------------------------- 54 3/8" --------- 54 3!8" 3.CONFIGURATIONS:"00C. FLANGE WIDTH FLANGE WIDTH610 4.DESIGN PRESSURE F1A'1ING(SEE SHEET 2): PVC 531/81, 531/81, -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NONIMPACT --___—__ 49 1/16 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, '__--.._.._..... 49 G' .__._---------` — _ GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS _ —---- - --- - -- -- -- - - - - - - TABLES ASTM E-1300-04. co �n �n A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT o n r BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE _ o a o 0 / I / SHEET 7 FOR ANCHOR DETAILS. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR � g � } 77114• 771/4° CALCULATIONS. w w w m HENGE FLANGE IGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT O co O PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE m Q B I B O 423/16' DEBRIS REGION. m " co 76" I GLASS DLO a Z w 34 5116" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT °C O aC UN MAX C 0 MAX GLASS DLO 76„ SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. o a o HEIGHT / UNIT 8.SERIES/MODEL DESIGNATION SH-610. 0 M 0 C) I B HEIGHT / 0 w aIII / I I 7 __ 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ¢ z 0 X=OPERABLE SASH,O=FIXED SASH O m ¢ O c__ 7 / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A u1{a n, z 371/4" X I C-D SIMILAR LOCATION. `,�p``�41pR8t1�f��9�i MAX I \ 301!8" 273/16" 9•'CEN•' G �i SASH I I MAX ` GLASS DLO 11.EXTERNAL WEEP SLOT-1/4 X 1-1/2"LOCATED 5"FROM VP.•�� S •.!r'y� HEIGHT I 34 5116" SASH BOTH ENDS. :v; No 58201 "PGLASS DLO HEIGHT =*1 D I --- Lucas A.Tumer D 2016-02-23 Off. 1 47" ---- 09:29-05:00 '�i�c�'�1 O R t p 'O`$,`� 7 C 1 GLASS DLO •S�CONA; 49 1511 W A MAX SASH WIDTH GLASSDLOORIEL 2/23/2016 _ 49 15/16' -- — LUCAS A.TURNER,P.E. MAX SASH WIDTH FL PE 1!58201 EQUAL SPLIT 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: MAX. UNIT EXTERNAL GENERAL NOTES AND TABLE OF CONTENTS CONFIG. DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS SIZE REINFORCEMENT 5AWN..BY;_______..oATE._________ GENERAL NOTES&ELEVATIONS.....I „ „ DP CHARTS..........................................2 EQUAL 37 x 76 NONE ADE 08/09/14 GLAZING DETAILS...............................3 SEE COMPARATIVE NONE SECTION VIEWS..................................4 .EQUAL „ * DWG REV.: ANCHOR NS&B..O.SCHEDULNOTES..........5 5 HI ORIEL 53-1/8 x 76' 2011 ANALYSIS CHART, SHEET 2 CWS-935 C Si;AL"E,___......_..___._ SHEET INSTALLATION DETAIL......................? 'ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7 r s Split Confi figuration with Glass Design Pressures(PSF E)for Equal q p g Types A B C or D Unit Unit Widths(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE. OCALA39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 www. wS.CCFLORIDA 34474 W W W.CWS.CC 41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1 __..._.__._______..................-.............._. 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 610 PVC 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 51 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 SINGLE HUNG 53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT 55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5 59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 m �2 2 63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 o in n F 65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 _ o a o 00 67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50,0/-63.4 +50.0/-63.4 1 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 Y Y Y w w r 71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 w w w m 74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4 co 76 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 O U) v (n 7 W W R d CC ¢ o a o Desi n Pressures(PS F)for0rleI Confl guration with Glass Types A,B,C,or D 1n the Sash,and Glass Type s C or D in the Fixed o g w U Unit Unit Widths(In.) o w a w Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 -¢ Z 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 U Co.<.0 39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1 � �tDREty�f'��rr 41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-7L3 �N.C,P,......, TG rr 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 .' No 58701 51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1 *: 53 1/2 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0%61.1 +50.0/-61.1 +50.0/-59.5 a :tz: uT'ATE OF W t 55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 63 %2 +50.0/-52.5 +50.0/-50.4 +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 ''/'�'SS� �1A„���s�`` 65 1/2 +so.o/-sz.s +50.0/-50.4 +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-50.0 7 67 1/2 +50.0/-52.5 +50.0/-50.4 +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-50.0 rZ 71 1/2 +50.0/-52.5 +50.0/-50.4 +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 __ _2/23/2016 74 3/4 +50.0/-52.5 +50.0/-50.4 +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 +5o.O/-50.0 LUCAS A.TURNER,P.E` 76 +50.0/-52.5 +50.0/-50.4 +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 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 S R ffETD-rSCR PTION: DESIGN PRESSURE CHARTS DRAW99Y:'���--�--DATE:----'---' ADE 08/09/14 D G#: REV NOTE: CWS-935 C IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE:"""'"""""" SHHEE ET 1:1 2OF7 VVOPIIDUVV SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 610 PVC SINGLE HUNG NON-IMPACT onnili Lu Lu � DO _www m --------------- -- OVERALL —__.—._._.._. .___-_718"OVERALL ---------- ----718"OVERALL ------._..._.._-_ .._.._...7/8"OVERALL cn U z - -------- -------1/8"ANNEALED --- --- -----1/8"TEMPERED - ---3116"ANNEALED - -------------3/16"TEMPERED mLL O I (A 518"AIR SPACE 518"AIRSPACE F1/2"AIR SPACE —1/2"AIR SPACE Uw a Z > LU —118"ANNEALED t!8" TEMPERED 3116"ANNEALED —3/i6" TEMPERED w ¢ a O SII(AFLEX 552 OR SIKAFLEX 552 OR z w U 441, PURFECT GLAZE"H" 46 SIKAFLEX 552 OR 4, PURFECT GLAZE"H" g4llEX 552 OR wo 3 ¢o W PURFECT GLAZE"H" CT GLAZE"H" o w a w ¢ z D o 518"GLASS BITE 518"GLASS BITE SIS"GLASS BITEASS BITE U m < Z —— — IpIDREW+T4y� - No58201 :�7a M2S: STATE OF :��� ,T GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED 2/23/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380.1574 SSREET DESCRIPTION: GLAZING DETAILS ADE 08/09/14 WGII: .. CWS-935 C SHEET 1:1 3OF7 INTERIOR �(y(yy�(y®� WINDOW SYSTEMS 2 1 9 32 1 14 �4 23 2 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc o a .................-...._....._-.._.._._..— —.._....._.. a 34 610 PVC ° SINGLE HUNG NON-IMPACT pq � � . -log o � � w 0 8� 33 37 10 SECTION B-B www m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ' z RIGHT SIDE SHOWS SASH SECTION VIEW. m O U) a m 49 48 J N z w 2 2G 32 O Ll w U 6423182033 0 3 0 vmLd ¢ O - �� INTERIOR s .7 z 45 30 D .....0 43 I"•1 i i'JI ,����NpSOREUy +r+�+ I i ' v. lo 32 No 58201 223 18 20 33 '1I .III :9 STATE OF l � Al 35J � ...44 '+++4S�Uh7A11���t���+ 3, ;v y i 2/2305 /2016 �� 'sI �g� 32 LUCAS A.TURNER,P.E. R-�� - 'a:; } 46 SECTION D-D FL PE#58201 3 ti �� DEEP POCKET UNI-FRAME NORTH PORT,AAVE. (� ----- �' 88 - 0 -02 PH.941-380-1574 28 '" SHEET DESCRIPTION: pa� p NOTES: ° o FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS n ° AND STANDARD FRAME TYPES. 880 BALANCERS AND DEEP POCKET UNI-FRAME 5ffAWN9Y."---DATE: SECTION A-A SECTION C-C (H-6193)REQUIRED FOR LARGER SASHES.(NOT ALTERNATE HD MEETING RAIL SHOWN IN SECTION B-B) ADE 08(09/14 AND UNI-FRAME EXTERNAL REINFORCEMENT REQUIRED ON DWG 9: REV.: UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C FIXED MEETING RAIL AND SCREW-ON INTERLOCK, SEAL€: "-"'"'SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 S-2001. 1:2 40F7 ITEM PART IDESCRIPTION MATERIAL VENDOR 37/1G, ..._ --------- FRAME CORNER CONSTRUCTION 1 H-6125 HEAD OUTERFRAME PVC ATN _._._....—. —________ �TI!/CCa�®r1S . 3 wtN C/C/lyRD 2 H-6125 JAMBS OUTERFRAME PVC ATN g)1 g"- 1 3/16"^� 3 H-6126 SI OUTERFRAME PVC ATN (j -- r I 21 WO0ISW 44 H AVE.SYSTEMS4 H-6132 SASH SIDE RAIL PVC ATN 2 1116" ❑� 2 318" t _ OCA A, 44TH A . 5 H-6136 SASH BOTTOM RAIL PVC ATN OCALA,FLORIDA 34474 WWW.CWB.CC 6 H-6137 FIXED MEETING RAIL PVC ATN 9118" 3718" REINF.SSR HD -- - -- ......_..-..._. 7 H-6138 SASH TOP RAIL PVC ATN S-2006 8 5.6141 GLAZI NG BEAD PVC ATN p8 0 --� CORNER WELD(ALL SIDES) 610 PVC tl U 1:8 9 S-6142 SASH STOP - PVC ATN 10 S-6143 SCREENADAPTOR PVC ATN 314"-- $I GLE HUNG 11 P-5085 WSTP OLDNBULBVINYL AMESBURY [X2,1 NON-IMPACT 13116"12 P-5086 WSTP OLDN BULB VINYL AMESBURY PVC FRAME HEAD&JAMB PVC FRAME SILL13 - ---BALANCERS--CONSTANTfORCERT 562� _ CALDWELL - - H-6125 H6126 14 P-5392SASHTILTLATCH NYLON CALDWELL INTERLOCK o_ n_ n_ w 15 P-5393 PIVOTCARRIER NYLON CALDWELL S-2001 a a a 16 P-5396 PIVOT BAR SS CALDWELL - o O O ' 5116" -1 318"- 17 P-3515 08X5 8 PHIL FLAT WHITE SMS STEEL FASTENAL 5!16" 314" Y Y Y 8 --- FIXED MEETING RAIL www m 18 P-4146tt8X34PHILFLATtek STEEL FASTENAL 10) SCREWED TOGETHER WITH 19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 15!18" .050" 7-- J S'e" - -1/1G" OUTERFRAME t11 20 5-2001 INTERLOCK RAIL ALUM ASCEND _L_.....__ I -.074" �— 1'8 J LL 21 S-2006 REINF SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR o LU 22 5-2007 REINF BOTTOM HAIL ALUM ASCEND S-6141 S-8138S-6143 � a � w 23 S-2008 REINF FMR ALUM ASCEND 24 S-2009 REINF TOP RAIL ALUM ASCEND Lu 4a a ~ 25 5-2011 REINF EXTERNAL ALUM ASCEND -17/16"- '---2118"— -17/18 - 111/16 p (7 O cr a - r- oz � _..© 7- -Q o w a w 26 P-5388 LOCKS NYLON LAWRENCE -_._�q� IIx 27 P-5389 KEEPERS NYLON LAWRENCE 5 I ¢ z O 17/16" 1 7/16" 1 7/8" 1 71116" 28 P-4779 WEEP COVER NYLON M&M 1/1 G' I ---'1/16" I ....� ._.1;16" .1 ......................._....._ _....1/1 G' U m Q O 29 P-5397 FMR ENDCAP NYLON M&M L IL 111 z 30 P-5400 COVER FMR REINF. PVC TEAM PLASTICS 31 IHOTMELT SILICONE TRUSEAL PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL .`'�5P1DREty rG•'•• 32 P-3305 WSTP..270X187 SOFT TOUCH FIN ULTRAFAB H-6132 H-6136 H-6137 H-6138 :�C14•`�C'ENSF•.�t',�•i� 33 P-5425 IWSTP,.200 X 5/8"X 5/8"DUST PLUG ULTRAFAB CJ _G Mo 58201 ';_p 34 P-5390 HOLEPLUG NYLON r 35 GLASS SEE SHEET SHEET x13116"y 9!18"-, I 15/16" 9116" �-•13/16"•-{ 9116 9!16"I JL IL I I 5 -V i q 36 P-4638 tt8 X2-12PHILTRUSS tek STEEL FASTENAL x'33 STATE OF :411 ...__.� 13 718"__ .-..118 O tUa 37 P-3218 SCREEN FRAME ALUM FLA SCREEN � � ,q p,.,y 1� 38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN -1/18" 1/18" ___.._1/16" '1--- ��4�5 C D R O•.G\'•�� 39 P-3228 SCREEN SPU NEDAPA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL ••`4SjQNA����`,,�� 40 P-3029 SCREEN UFTS SUMMIT S-2007 S-2008 S-2009 S-2011 41 P-3033 SCREENSPRINGS FLASCREEN z� 42 BALANCERS-CONSTANT FORCE RT 880 _-_._......_.3 711 G'_.--. 1 11/18" 2/23/2016 43 H-6157 HD FIXED MEETING RAIL PVC VISION .---------.--- -...-.......... ._.-- 44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION O LUCAS A.TURNER,P.E. -t 1311 s" -I 1 5 is"-I FL PE#58201 45 H-2115 REINF HU FMR ALUM KEYMARK -� I 46 S-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 44 46 .43 1239 JABARA AVE. �❑ 2 111 s" 2 118" � 4 NORTH PORT,FL 34288 47 5-6217 UNI-FRAME PVC VISION 1116" I 11/8" 1/1 G' Q 13/16" PH.941-380-1574 4S P-3783 LOCKS IMPACT STEEL INTERLOCK 3 9/16" ❑�o� I ,_ 1 _ ""'1116" LL L L S EET DESCRIPTION: 49 P-3784 KEEPCRS IMPACT STEEL INTERLOCK e PVC SILL POCKET INSERT REINF.HD FMR o S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS H-6157 6005A-T5 _.. _.1°.... D(iAWN�BY:___-DATA-.._______..__. IBV1116" PVC FRAME ADE 08/09/14 H-6193 71DWO#: REV.: CWS-935 C NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER SHEET S-6217 12 5 OF 7 MIDPOINT @ WIDTHS OVER 37" VVI]NDOW SYSTEMS 1900 SW 44TH AVE. 6'MAX.(TYP.) 4"MAX.(TYP.) - 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 W W W.CWS.CC - % 610 PVC 7 SINGLE HUNG MAX.O.C. NON-IMPACT O (TYP.) O m n n 14 112" MAX.O.C. o `n r 6i (TYP.) I o a o 0 I Y Y Y --INSTALLATION w w w m ANCHORS IT P.) U) 3. I1YP.)-�..__ J LL O 3" (TYP.) X > INSTALLATION w J w ANCHORS(TYP.) It o a_ E tW Q U 4 0 3 0 w Q Z 7 0 Z ANCHOR NO SILLL ANCHORS REQUIRED)E) ANCHOR LAYOUT-(FIN) ,'`6 0�IOREw N.ORE fi L�4,Ao NU1E5: Q. STATE OF :may �'i�CF..a�OR10A✓?: I.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. +i+sS+�NA'E'+�0� 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16-IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMEN'i'SHALL BE AS SPECIFIED IN 1 HESE DRAWINGS,SEE TABLE 1,SHEET'7. ____,___2/23/20.16._ 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. 4. FL PEN 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1574 SHEET DESCRIPTION: 6.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-I X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. 5AAW-rT9V:---" 6ATE:._____.__.. 8.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 08/09/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. _DWG#: RE .: 9.SEALING AND FLASI4ING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(EXTERIOR DOORS) SbALE: 1.20 BOF7 MIN.EMBEDMENT - ....•.... . ----- SUBSTRATE SEE TABLE 1 BY OTHERS TYPICAL HEAD ANCHORAGE V-iy0'a7/�®uu0'•P f7`-j� SEE TABLE 1 � MIN.EDGE DIST. 1/4"MAX SHIM•-�-- ��- MIN.EDGE DIST. � SUBSTRATE WoPIDGIW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4SHIM WWW.CWS.CC SEE TABLE 1 O MIN.EDGE DIST. SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR--- — - ----- - -- --'- "'""----' 610 PVC IN INSTALLER SEE TABLE 1 MIN.EMBEDMENT I I...____.._.....1.. SINGLE HUNG INSIDE AND OUT � __ _ b SEE TABLE 1 NON-IMPACT SEALANT BEHIND Q - FLANGE BY INSTALLER L.1/4"MAX.SHIM �- Qoo PERIMETER SEALANT o r� n F ----PERIMETER SEALANTOe BY INSTALLER a cB Q BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR } SEALANT BEHIND SEE TABLE 1 w w w m FLANGE BY INSTALLER ----SEALANT BEHIND FIN BY INSTALLER 0 Z INSTALLATION ANCHOR g HORIZONTAL SECTION C HORIZONTAL SECTION C°u O _................._...._.....--`--._..__. ....._._._._._--.._....__._._.-_..-..._._. 7 TYPICAL FIN ANCHORAGE rn - SEE TABLE 1 .. ... ........ .. ........ �--�--....}.......... . ....... - o (11 7 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION °� cu Z > O w ----CONTINUOUS DBL 1/4"BEAD OF SEALANT w ¢ a AROUND PERIMETER @ ALL INDICATED Q ~ W POINTS BETWEEN FRAME AND SUBSTRATE BYINSTALLER o 3 0 ❑ w z o U m Q O SEALANT BEHIND 1/4"MAX.SHIM Z FLANGE BY INSTALLER �7 t�pRFj"��,,� X, PERIMETER SEALANT 8 +V�••`"�O E N qfi.•7.��'i BY INSTALLER ��t• No 58201 •:�1 INSIDE AND OUT Z * ;+1•� SUBSTRATE BY OTHERS '- SEE TABLE 1 A VERTICAL SECTION :PS STATE OF !411 ti TYPICAL SILL ANCHORAGE �pc+••A. NO SILL ANCHORS REQUIRED i��FS•. O q 1 O,.Cj���` g+UNA11 TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. L 1 LUCAS A.TU.TURNNEE FLANGE CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1" 1-118^ R,P.E. 01 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON I" 3' - ----- FL # AVE.PERIMETER SEALANT— 1239 JABARA A FLANGE CONCRETE(2.85 KSI MIN.) 3/I6'ELCO ULTRACON 1" I" BY INSTALLER NORTH PORT,FL 34288 FLANGE GROUT-FILLED CMU(ASTM C•90) 3116"ELCO ULTRACON 1.1/4" 2-1/2" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION ____._.._—.....__...._......_._....._........_..__.__._._..... 3116"IT5E DESCRIP70 : W TAPCON 7 BOX FRAMEINSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 718 SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 718" INSTALLATION DETAILS 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITN FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DpAWNeV:----UA EF '"'-- FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16^ UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 08/09/14 I/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED -59G Y; RE-9-.-i- 1/8' FLANGE 118"STEEL(33 KSI MIN.) DRILLING SCREW 1HRU 0.125" 7f iG INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 112" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS .... . SHOWN FOR FLANGE WINDOWS. sAC---....................SHEET NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1.2 7 OF 7 'Florida Building Code Online Page 1 of 2 I .W i t & �a� t `�,`o ��h`�,�`�c..b �3d �r �,d`�y- �,Y '�� vu'"�• � 5. _.. BCIS Home Log In 3 User Registration Hot Toples Submlt Surcharge Stats&Facts I Publications Contact Us i SCIS Site Map Links Search i tf }Product Approval USER:Public User Product Aoonwal Menu>Product or Application Search>Application List>Application Detail ' FL# FL9520-R7 12,12-121-2-2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phorie/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@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 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 D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE +(= Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R7 COI EvalReoort836B.odf 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 Equivalence ofI Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9520 R7 Eauiv FL9520 Eouivalenc}�df https://www.floridabuildi i ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWe... 3/10/2020 Florida Building Code Online Page 2 of 2 Sections from the Code 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 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 11 CWS-8366.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 FL9520 R7 AE EvalReDOr,836B.Ddf 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 R7 II CWS-637B,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 FL9520 R7 AE EvalReDOrt837B.odt 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 R7 Ii C.f4S-83SB.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 FL9520 R7 AE EvalReport838B.pdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. Back Neat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 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 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 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the 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: Credit Card Safe a. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWc... 3/10/2020 GENERAL NOTES: 3" PVC MULL BAR - LARGE MISSILE IMPACT 1.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 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 WVvW.CwS.CC 2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL. ----- ............... --......-... -- 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3"PVC r—— — — (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. z w Uj o ¢w Z CO3w 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w ¢o Z>-w U: m DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL �-w Z I-3rg= ANCHOR CLIP-- — -----ANCHOR CLIP Z Z 2 m¢w w O O A C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT OV OU U)�z a a 6 C7� APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE o Z- Z F o M APPROVAL. a 0(9::,ui Z o- Q 'B O O > ¢�LLw-zoz 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY X 2¢O I-� s APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY F w w I-y�3:2 m REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w w w m o w u)w BUILDING OWNER OR CONTRACTOR. a ?=a w O w 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a H F-a K zz w LI)DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY D I xI xI xI CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE Q I Q I Q I UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ?5�'�CEfJg'. SHOWN HERE IN. G F `E`D__ 10 10 g g --"'ANCHOR CLIP---- 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.MULLION 7:P; STATE OF :W� FOR SECTION VIEW ONLY �^`'•F P. ..✓ ♦�. ANCHOR CLIP........ �>S�C3(�J� %���,• Lucas Turner 2017-09-28 7 O i i O i 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 I X I I X I SHEET DESCRIPTION: I II I TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 IFA N 8Y ---- onT@-- `- DPCHARTS.................................................2-3 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP E 09/27/12 EXTRUSIONS.................................................5 DWG—#. REV.: SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-836 B CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY SCALE: INSTALLATION DETAILS..........................9-10SHEET 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 WOOD per each end of mullion. HOLLOWor GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. (/ T/Q(Ca7�/JJ2TYr{f]•�/,�(/� OPENING SIZE(in.) WINDOW SYSTEMS 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 13R 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 80.0 80.0 OCALA,FLORIDA 34474 r 42 3/4 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 ` 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 ""------------------------""-- 53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 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 F 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 ¢z WI DP CHART IS FOR: z LU W O a r_z w NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): Lu z O z W m 1522 CLIPS � I- >W Z I- fi n= -(4)#10 SCREWS INTO WOOD or METAL O v_I-z o-=F"a. a� -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD U)z I n n C) -(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK Z O-Z v u)z l O ------------------ --------------------------- 2i Q LL O F 0 O z -- ---- -- U z0� Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w X of o w w WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 114"ELCO ULTRACONS. a =O_ 0 O�v wl O d2�> OPENING SIZE(in.) = a LU 3:w U, 39 45 51 57 63 69 753/8 81 87 93 99 1 107 318 114 120 126 132 138 145 318 0_ ~ a 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 t�rrrrrrnry 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 I"ISVRj 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 ........... P tt s 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 i;`,'' v: No 58201 -:fiP Lu - -IW72 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 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65 0 i o? D "3t; STA7F3 OF :Wa 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 �Or` DP CHART IS FOR: +��,, NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: rrr""""t� 1.THE MULL BAR IN FOCUS FOR ANY GIVEN G CLIPS CONFIGURATION IS SHOWN IN BOLD. 177 -(6 CLI SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL Z -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD t 10 BARS)ATTACHED TO IT(SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN 9/26/2017 -(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 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 TWIN/TRIPLE PH.941-380-1574 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION: DP CHARTS C T r r NON-INTERSECTED mc F OPENING MULLS z N SIZE DRAWN BYFDATE:....__.__ j J J z ADE 09/27/12 J 2 7 D a Z O G REV.: O L1 I $ CWS-836 B t._.. t._.- 1... II II I--- t..... I--MULL LENGTH SO SHEET OPENING SIZE-- OPENINGSIZE - OPENING SIZE OPENINGSIZEII MULL LENGTH MULL LENGTH 1:1 20F10 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"ITWTapcons into SOLID CONCRETE or WOOD,or 1776 clips with six(6)#10 Screws into WOOD or METAL or 3116"ITWTapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. �r/17Rv�®�yyf7• OPENING SIZE(in.) WINDOW SYSTI KS 39 45 51 57 63 69 753/8 81 87 93 99 110 318 114 12.0 126 132 138 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 2 42314 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 _....._............................... ....---....----.._. = 48 314 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 53118 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" PUC w 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 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 I„ 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 -1--50:0- 50.0 50.0 50.0` 50.0 50.0 50.0 46.8 44.0 4D:0 Q z ¢z F Ow0 QWo'i DP CHART IS FOR: w z _10 z W_z F_ INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): o H w §z 0 W�Fa Z z22¢0fwp0 1522 CLIPS O O I-O ¢ -(4)#10 SCREWS INTO WOOD or METAL U v-r~n-D- -(4)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z 001 vi z 5 0- -(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK j a W w 0 zo p z of 1767 CLIPS a It"�L;t Z,6 (G)#10 SCREWS INTO WOOD or METAL W o w u)o w rn w -(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a z=a it O r~» -(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0 w 1-O a x U) 'f 1= ° Wawa 5-.'�OFtrS"TGQ F 'jam TWINrrRIPLE HORIZONTAL MULLION VERTICAL MULLION Std: STATE OF :�LUZ ------ z ISINGL I r0jssf�NA �',,, WIN L w OR o ITRIPLEI ------ IUNITSI LI BELOW I I L 9/26/2017 1--OPENING SIZE --I 4---- MULL LENGTH--I LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES: DID 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 URAVVU By.- - DATE- - BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS. AN DVVG#: RE .: INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED scA E: SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 OF T ITEM PART# DESCRIPTION "T"MULLBAR CLIP "L"MULLBAR CLIP 1 H-1758 1 3/8"x 3"MULLION TUBE LINE ITEMS NOT USED: FRAME TYPE OPENING (F-1522-XXX) (F-1767-XXX) (/ j7/7(�af}®�•� 2 #10 OR#12 HEX WASHER HEAD.TEK SCREW'(see note below) 5-6.12 NEW F-1522-013 F-1767-001 J(� 3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEP9S RETRO F-1522006 F-1767-001 4 #10 FLAT WASHER 1911 SW 44TH AVE. 7 S-1897 MULLION CLIP FIN NEW F-1522-013 F-1767-004(L&R) WWW cwS.0 DA 34474 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 3"PUC 11 S-0018 MULLION INTERIOR COVER MULL BAR 13 P-3486 MULL BAR CAP 14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD ¢ Z 4 z 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT O W O W w o 0 18 1 F-1767-004RIL-ANGLE 3"MULL CLIP,FIN,RIGHT w z O z w- 19 #10 HEX WASHER HEAD TEK SCREW 0 ¢O 3>-O� m 20 #10 FH TEK SCREW O o f:5- a¢w 0 0 •USE WOOD SCREW SIZE(810 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 0 0 1n F-Z d d 0 Z-� ZF--7() �U y O�tLW 00 LL 11/16„ ��''{{ .�J.[3.2.. 1 7116" -1 7/16 �J/32" >-�U F-ZO W 7/16° 12"� —� I...._ _._.._.. 00 -� - 9 C 1 1!4" —7116" 7(16_ a Z 2 D-Y)0 O�to — ...... 1/16" I ---------1--- I O w 1.-O a x >- 1 131161,G" DRIP CAP 5-1895 113/'1 G" 113116" 3/8' I _ � W W 10 MULLION INTERIOR ,1 3/16" I1 15/16"I _ ....._,_ -- 1 COVER S-6018 FLANGE ADAPTER S-1 89G 27/`16" 1 �-1l4" 111/16" (1 7/51 aaatpp r 41/8" aaaa 0.4URA'vv tiV T�' G�� I 13/11 G" I II I S 1/4"(TYP)__-. 318" TOP VIEW 2 7/16" I..,.-............. ...........1 5/16„ - �v: :ax 213/1 G" ��: STATE OF40 OR - --2 1/16"---- I 1 ..------------ `�<•� C 7 1 3/4"---i-�i 318"—i - �� ••'•..... 1 3/16" �s�ON A trill; 3"MULLBAR H-1758 -� -1/8" 2 3/16" MULLION CLIP S-1897 ................................................._......_._. r26i� 9/26/2017 2 114" LUCAS A.TURNER,P.E. F-1522-006 FL PE#58201 RETRO/FLANGE CLIP 1239 JABARA AVE. NORTH PORT,FL 34288 --- PH.941-380-1574 f/ J 4716" t SHEET DESCRIPTION: c F-1522-013 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK D N BY: DAT TO REMOVE FIN FOR FRAME \ ATTACHEMENT TO MULL BAR - '/ ADE 09/27/12 DETAIL DVVGM REV.: TYP.FIN FRAME 3:1 CWS-836 B NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scA e: SHEET 1:2 40F1D FRAME TYPE OPENING "T•MULLBAR CLIP •'L'•MULLBAR CLIP (F-1522-XXX) (F-1767-XXX) FLANGE NEW F-1522-013 F-1 767-001 yyiNDOVy SYSTEMS RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 FIN WWW'CWS.CC RETRO F-1522-013 F-1767-004(L&R) BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 3" PVC MULL BAR IMPACT - - - a Z 3: <z 1- 0wO awpW Z wJ❑ 1i 16 w ZOZ_ W_-L ! O F--'w�'ZO��2 O OF-O¢¢Wp0 Ifw U Ut/ I/ zal=ul CL .....__.._2 3/4"-..__....--- ----2 114"---' O Z- -Z 1--O U) Z OOV(n7U_ -.. a pzw:5;oO,z ----------- K y U—Z� ! 1 5/8" 12 314"1 27/1 F Z w p F ! If0 _~w WOwU) ,1--- D_ F- a w a I i 7/16"THRU(TYP) 1/4"THRU(TYP) •S 'q CF N � �v' No 58201 ••�'�� 1/4"(TYP) - -7116"(TYP) --- 'AO: STATE OF :W�� _ F 1 518" (2 3/4'1 1 5/8" I --i-CS.•�,O R% 1/8"-........ I^ ---6-7/8"--SSSS- -I — --9/26/2017 .._.._.._...._.._ 1/2" 1/2LUCAS A TURNER,P.E. 2 3/4" 2 3/4" T"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 "L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1 767-004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R PH.941-380-1574 SHEET-- ------`------ OUTSIDE SHEET DESCRIPTION: ! EXTRUSIONS I okA4VN RT- DATE;-- ADE 09/27/12 DVVG B: R CWS-836 B SCALE: SHEET 1:2 50F10 }lVIP•l64W$Y$TEPA$ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WW W.CW S.CC ....------'------.._..._.._._............-- 3"PVC SEAL BEHIND FLANGEFUL MULLBAR SEAL BEHIND FLANGE- O ! PRIOR TO ATTACHING p, LENGTH OF WINDOWFRAMEIMPACT PRIOR TO ATTACHING TO MULLION ---. ------ TO --- TO MULLION ^^ GROOVE PRIOR TO ATTACHIh1G 9 `J" COVER O Z W J O a IW- W FIN MUST BE REMOVED�-----' p p W Z O Z x F z t p WHERE WINDOWSLL 1-2W Z O x�co NNECT TO MULL _ O O F p a w 0 0 U UOF-ZO-F(~j)d 0 Z- -ZF...DU Z OOU�j 7U- • LL >- Q Ow000Z Zi VERTICAL/HORIZONTAL MULL BAR SECTION a oLL w U)w (A_ HORIZONTAL._MULL_BAR_SECTIQN. A_ HORIZONTAL_w1ULL_BARSECT1ON �6 gOX FRAME WINDOW ? w O J ~ 1,s FLANGE FRAME WINDOW s FIN FRAME WINDOW EL w a0 a o g} ! m I=.. d w�W`n IL L vioRr LY JT ori.. APPLY SEALANT ALONG FULL �`� 5✓'SCF NS GHQ LENGTH OF MULLBAR GROOVE ` �- F •.'Z i C7 1� z PRIOR TO ATTACHING DRIP "J ADAPTOR 'I No 58201 7� STATE OF .7111 FIN MUST BE REMOVED^� i 0 �O�f'�{O R � 1�. ` WHERE WINDOWS A•�, ! CONNECT TO MULL - 9 r'rysS/pN Ai- ..� ',`. 01 gau o a o � ! DETAI L A Z 9/26/2017 I SEAL BEHIND FLANGE.___. SEAL BEHIND FLANGE- 10 (SEE DETAIL B) PRIOR TO ATTACHING 10 (SEE DETAIL B) LUCAS A.TURNER,P.E. PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL------- FL PE It 58201 TO MULLION I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 ADAPTOR B VERTICAL MULL BAR SECTION F VERTICAL MULL BAR S_EC_TION 1 PH.941-380-1574 FLANGE FRAME WINDOW E6�FIN FRAME WINDOW f L SHEET DESCRIPTION: SECTION VIEWS Lr MULLS – r , o ooL 612A4VN"t3V —"_tSAtE: _._ ADE 09/27/12 G#: REV.: 10 CWS-836 B DETAIL B scA— SHEET 1.2 6OF10 VY WINDOW SYSTEMS 1900 SW 44TH AVE. CD CD CD CD OCALA,FLORIDA 34474 vWvW.CWS.CC .............................................. C CD CD 3"PV MULL BAR IMPACT fy z Qz FS 0 uz w 80 ci cl w w zOz w 00 w 3r.3 LL -nz A z z (0) ol'-0 SECTION VIEW A-A 8 cz) 0 5 TOP VI EWz z �) FIN FRAME < Z z )O0 L K >- -0:51 x LO W 0LL 0 wU) Lu U)Lu Fx L') tjj 0 z -1 U)I- Cf 0 U) EL 0 WI-0 (L >- X a E0� C�L LU w _02 x a. 5"MULLBAR(H-1760) 7 2 4"MULLBAR(H-1759) (SEE SEPARATE APPROVAL FOR __o APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) I 1�1 F3 F1 N. 59201 %13 STATE OF Wz 0 Z ilziE MAX EDGE DISTANCE 1.1111E MAX EDGE DISTA14CE 0 R I $ ....NOTE I T T SEE NOTE 1 SEE NOTE 1(2)- MAX.EDGE DISTANCE Gs.......... ON AN- v SEE NOTES 1&2 \@ SEE NOTESI&2 01 .1- 19 SEE NOTES 1&2 SEE NOTE 4 20 (1 EA./CLIP) SEE NOTE 4 200 (1 EA./CLIP) (1 EA./CLIP) 9/26/2017 SEE NOTE 4 260 I�A"grll V ON �T 3�VERT. LUCAS A.TURNER,P.E. (3)4 F �M NR SECTION VVINUUW 5"HORIZ TO 3 3"VERT.MULLBAR SECTION FLANGE FRAM Mb VVINULM FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 NOTE& PH.941-380-1574 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),As SHEET DESCRIPTION: SHOWN ABOVE. SECTION VIEWS 2. PRE-DRILLED HOLES(THRU HN CLIP 1897),BYTHEINSTALLER, 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". 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#: R EV.: 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 SCA LEF— SHEET CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10 —--- —------------- NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN �f1lJ(l9/�j/i11YYi7• CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WIPIDOW SYSTEMS VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. 1 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 TO THE SUBSTRATE AND OTHER MULL BARS. W 3�•PVC W j j J MULL BAR IMPACT I II II II LII II LII II a z o ww0 I+— OPENING SIZE—�I -•i OPENING SIZE h- F--- OPENING SIZE------^I --i OPENING SIZE Fes- Q Z O OZ}O- F_ LL F¢-W 3ZH3'22 Z Z2mQWWOO HORIZONTAL MULLION O O u)F-Z n'F-W a TWINITRIPLE 0 Z-V) Z F- T1MN TRIPLE TWINITRIPLE VERTICAL MULLION Z O O U Ul 7 I-. O- HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION _ a W�z O'Z 7r- 2QOII--F-_ZZU } Z N H �OfF-}7�Ofn L OPENING ------ rn w O 0 to 0 W W W Z N SIZE i I TWIN 21 (L ~� a w l z 1— o ITRIPLE1 a ~ a w a a z ------ IUNITSI o w a (BELOW L_ �f I — �� L�Rrti1'����i MULL LENGTH ---•I I MULL LENGTH MULL LENGTH ----1+------�I I II II II , � •• T F+---OPENING SIZE ---�I F-- MULL LENGTH----i �� �;•�\C�F'ISF GPZ:� v f No 58201 `fifi:' F3:STATE OF :�W^ 0 FI 41 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✓1 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 JA 58201 3. WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 AVE. A NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 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 MAINTAINEDAS INDICATED BY THE PRE-DRILLED HOLESAS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. SanwrJ eP:— 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#: RE .SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,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), FMANlVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXfERIOR DOORS) 1:1 8 OF 10 i V- VV'W/lY WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT RETRO FIT _ _ _ _ _ _ "L"ANGLE MULL BAR CLIP - --- - -- - -MULL BAR CLIP - - TWO REO'D PER EACH END OF MULL Q Z QW Q O MULL BAR - MULL BAR Z wW�O r Z W O ZOZ�OM ILL ZF-3:2Mm WOO INSTALLATION ANCHOR -! - INSTALLATION ANCHOR o o�o�a= SEE TABLE 1 '! SEE TABLE 1 O Z O Z Z ?a. —I W i1 ADD STRUCTURAL ELEMENTS - —"—ADD STRUCTURAL ELEMENTS Q O Z Qu)Z U- -,. SEALANTALONG ._.........� ... F-- Ou- SEALANTALONG -- .�" ^r- \ ` `"' AS RE. TO MAKE LEVEL FOR AS REO'D TO MAKE LEVEL FOR O O Z OUTSIDE EXPOSED ` '- OUTSIDE EXPOSED -''° '" > Q W—=O— EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER 1 11 MULL BAR Q g q}F_U F-Z rq m Ix ZD PERIMETER SEALANT"----- PERIMETER SEALANT------- W LL W rn O W rn W BY INSTALLER BY INSTALLER Z W O�rn F- INSIDE AND OUT MIN.EMBEDMENT INSIDE AND OUT MIN.EMBEDMENT 4. =d w O rn SEE TABLE 1 SEE TABLE 1 O WF-'IfO EL a:d F=-d of SUBSTRATE BY OTHERS— SUBSTRATE BY OTHERS— - // I SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST. MIN.EDGE DIST. tyy�yrrryrrrrr� SEE TABLE 1 SEE TABLE 1 `a`yt D VERTICAL SECTION /�E1 VERTICAL SECTION ��` :•;p F Tjs•,L.p�, 9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 'TYPICAL FLANGE("L"ANGLE)ANCHORAGE C.vG;'a- F kiS HEAD AND JAMBS SIMILAR FOR FLA14GE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION =-ni Efrs` pi STATE OF .W y�O4OA,�p \a�: ,',S�ON/1; z� 9/26/2017 - ---------------------- NOTES: LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGA114ST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1-3/4" 1.1 SHEET DESCRIPTION: 3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS HOLLOW or GROUT-FILLED CMU(ASTM 690) 114"ELCO ULTRACON 1-1/4" 2-112" UNIT AS NEEDED. 3116'ITW TAPCONRFLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-3/9' 7/8" 4.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3. OR ELCO ULTRACON THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. oanWR"ems----DATE`.-___*_ 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 716" ADE 09/27/12 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7116, 5.SEAT MULLION TIGHT TO MULL CLIP. DWG M REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" CWS-836 B 1/M"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW 7/16' SPECIFIC INSTALLATION DETAILS. scA E: 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.126' SHEET 1:2 9 OF 10 WINDOW SYSTRMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 Www.CWS.CC 3" PVC MULL BAR IMPACT Q Z �: QZ3_ --------RETRO FIT "L"ANGLE CLIP H 0 w 0 J)w O O ' MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Z W ❑ Q -W O z0Z}O=�¢1 LL I--w7'ZF-3:g2 _—........ MULL BAR ..------_..MULL BAR Z Z 2�Q w O O II it ((II O OI–OU SFM z IL EL Do- ---- 1e � —INSTALLATIOIANCHOR —INSTALLATION ANCHORHZ Z U SEETABLEI,SHT9 } Q—Ouw2xoZSEE TABLE 1,SHT 9 ... il. a U~ori SEALANTALONGE SEALANT ALONGE _ _—__ OLL�_W O H OUTSIDE EXPOSED OUTSIDE EY.POSED .'o.✓ ` a Z 2 0. O— i EDGE 8Y INSTALLER °o j EDGE BY INSTALLER o•o o, I O W F-O ❑.2 >- .' MIN.EMBEDMENT EXTERIOR FINISH ° MIN.EMBEDMENT 2 F d [r W EXTERIOR FINISH---- -°a(;� ,..., _....:_ SEE TABLE 1,SHT 9 BY OTHERS °�1( . ..... IL a BY OTHERS �.�, °s..i, SEE TABLE 1,SHT 9 PERIMETER SEALANT.------°'..00 PERIMETER SEALANT- BYINSTALLER BYINSTALLER '- INSIDE AND OUT e'o° INSIDE AND OUT t�� ����y Ly4RELS, SUBSTRATE BY OTHERS a-•' SUBSTRATE BY OTHERS---°pfl.eo' ���5 P lG iy SEE TABLE 1,BHT 9 "A;��C F tJ g�.-�QZ�+ SEE TABLE 1,SHT 9 - ^.�cr, fi —MIN.EDGE DIST. 1 MIN.EDGE DIST. No 58201 �:-A�" SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 *. '•�. F /VERTICAL SECTION r G� VERTICAL SECTION 10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE '•0% :a= HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION _ 'A0; STATE OF :�41 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 318"MAX FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3. THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. oaliVUN`g4— ' DATE:---- 4.SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/12 0 G#: R EV.: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B. SPECIFIC INSTALLATION DETAILS. scA -_ SHEET 1.2 1GDF 10