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Home My WebLink AboutProduct Approval 2/5/2019 Florida Building Code Online BCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications i Contact Us BCIS Site Map Links i' Search Florida r 11 Product Approval f USER:Public User d .....�:�::r; Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17234-R5 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 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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category (�ZD Subcategory Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE 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 Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f4715b55YPipyNwc581w%2fgByYQ%3d%3d 1/2 2/5/2019 Florida Building Code Online Date Submitted 08/22/2018 1 Date Validated 08/27/2018 Date Pending FBC Approval Date Approved 09/06/2018 Summary of Products i F i Model,Number or Name 1 Description 17234.1 I SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non-Impact, 53 1/8"x 76" j Li of Use I Certification Agency Certificate Approved for use in HVHZ: No FL17234 R5 C CAC CAR 138-1305.pdf Approved for use outside HVHZ:Yes FL17234 R5 C CAC CAR 138-1306.pdf Impact Resistant: No FL17234 R5 C CAC CAR 138-1379.pdf Design Pressure: +50/-50 I Quality Assurance Contract Expiration Date Other: SH-610 Equal Split or Oriel, Max.size 53 1/8"x 76", 11/30/2019 Fin, Flange, DP+50/-50 PSF. Glass complies with ASTM E1300- Installation Instructions i 04. FL17234 R5 II CWS-935C(SH-610, NI)_pdf Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17234 RS AE EvalRep CWS-935C(SH-610, NI).pdf Created by Independent Third Party: Yes i Back Nert 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: ® eChed: 0 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f4715b55YPipyNwc58Iw%2fgByYQ%3d%3d 212 r� GENERAL NOTES: /� og SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND /(V (SHOW N w/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOW SYSTEMS BUILDING CODE(FBC),CURRENT EDN ION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) WW W.CWS.CC — 54 3/8" - — 54 3/8" ------ 3.CONFIGURATIONS:"O/X". FLANGE WIDTH FLANGE WIDTH 610 PVC 4.DESIGN PRESSURE RATING(SEE SHEET 2): 53 1/8" - — 531/8" -NEGATIVE DESIGN LOADS BASED ON,NESTED PRESSURE SINGLE HUNG MAX UNIT WIDTH MAX UNI-I WIDTH AND GLASS TABLES ASTM E-1300-04. NON-IMPACT ---- 491/16" ------- 491/16" __ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. o n n A - 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT _o n n F i BEEN USED IN THE DESIGN OF THIS PRODUCT.SEEa a a ¢ SHEET 7 FOR ANCHOR DETAILS. W INDLOAD DURATION -- - - o o ❑ FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y Y Y 771/4" 771/4" CALCULATIONS. w w LU m FLANGE FLANGE - ------ - - HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT 0 z PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE mLD B I BO 423116" DEBRIS REGION. rn Q SL)I GLASS DLO "° R > MAX 34 5116" 7.ALL FRAMES AND VENTS FULLY WEESJ Z w UNGLASS DLO WELDED. ¢ HEIMALL JOINT IGHT T C a ¢ IL 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢ a I / MAX HUNI r EIGHT 8.SERIES/MODEL DESIGNATION SH-61 U. a g ❑ 3 0 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a z ❑ C / --- X=OPERABLE SASH,0=FIXED SASH p m ¢ O D MAX 7 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA ,'��7�� Z 371/4" X SIMILAR LOCATION. p� OREI,%, �•O SASH I I 301/6" X 273/16" �` 9 P; •••••••. T(�'•i• HEIGHT 345/16" MAX GLASS DLO 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM ,.`VP;��CE NSA. QZ•� /� SASH BOTH ENDS. D GLASS DLO HEIGHT - - L `ILJ� I v: No 58201 / l� / Lucas A.Turner q I 1 2016-02-23 t! � .. 'STATE OF . 4 D I GLASS DLO 09:29-05:00 .'0 • o R �. G��.``, A 4915/18° --- �•4S��N A�E�� MAX SASH WIDTH GLASS DLO ORIEL ______._2/231206 6 LUCAS A.TURNER,P.E. FLPEMAX SASH 01 QUAL SPLIT # A 123939 JA AVE.BARA NORTH PORT,FL 34288 PH.941-380-1574 6HtET UL 6:6kl i _ TABLE OF CONTENTS FI MAX. UNIT EXTERNAL DESIGN PRESSURE RATING IMPACT RATING GENERAL AND ELEVATIONS SIZE REINFORCEMENT GENERAL NOTES&ELEVATIONS.....1 oHAwN ev: - DP CHARTS..........................................2 37"X 76" NONE ADE 08/09/14 GLAZING DETAILS...............................3 SEE COMPARATIVE _ SECTION VIEWS..................................4 EQUAL NONE DWG N: _- REV.. EXTRUSIONS&B.O.M.........................5 53-1/8"x 76" '2011 ANALYSIS CHART, SHEET 2 CWS-935 C ANCHOR SCHEDULE&NOTES'..........6 5 HI ORIEL _. .,_.._____.. . INSTALLATION DETAIL.......................? scALt: SHEET ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001 -SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7 Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D Unit Unit Wid 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 pL�f1f/J� 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. 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/-75.0 OCALA,FLORIDA 34474 www.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/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 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/-66,2 610 PVC 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 +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 n n 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 0.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 0 _n 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 + -67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 ao a o 0 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 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 Y Y z 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 1 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 >_ww_wm 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 to 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 J LL p N P (n - LU N N Z LU wQ ¢ O ¢ wa F- Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types Cor D in the Fixed o U Unit Unit Widths(in.) 0 3 0 U) Heights(i n.) 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 -_- a z D o 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 D m ¢ O z 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 - 41 1/2 +50.0/-75.0 +50.0/-75.0 +5U.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/-71.3 �`�l PpIURE 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 ;OP;-*\G E 47 1/2 +5U.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 58201 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 =-,u= iz 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 '9; STATE OF .Cu. Si0�' c 4u•` 59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 �,,F •<O R 1 O P;��`�� 63 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 65 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 67 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 r� 71 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 - 2/2.3/2016 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 +50.0/-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 SHEhI DhSCRIRTION: DESIGN PRESSURE CHARTS D-RAWN----9Y'- - X - -- DDATE: ADE08/09/14 DWG#:- - -" - HEV.: - ----- NOTE: CWS-935 C Sc IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. iE:" SHEET 1:1 2 OF 7 V15(1til1�®�• YVIMDOYV SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 610 PVC SINGLE HUNG NON-IMPACT � Q O N O ❑ uj w Y W w W W m - — —7/8"OVERALL —7/8.OVERALL --7/8"OVERALL 7/8"OVERALL 1n V Z —1/8"ANNEALED -1/8"TEMPERED - 3/16"ANNEALED -3/16"TEMPERED m J v Cn 5/8"AIR SPACE 5/8"AIR SPACE 1/2"AIR SPACE --1/'2"AIR SPACE $ Z > 1/8"ANNEALED 1/8"TEMPERED -�{ —3/16"ANNEALEDF —3116"TEMPERED w ¢0 a 0cr SIKAFLEX 552 OR I SIKAFLEX 552 OR o W p 46 SIKAFLEX 552 OR SIKAFLEX 552 OR w PURFECT GLAZE"H" 46 48 PURFECT GLAZE"H" 40 w PURFECT GLAZE"H'* PURFEC�GLAZE"H" o w a W a z D ❑ 5/8"GLASS BITE 5/8"GLASS BITE -5/8"GLASS BITE _t 5/8"GLASS BITE U m Q 0 — %'r,PNOREN' 'v i No 58201 �OL• STATE OF e T'•.F ',,, GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D SS�OyyNA'�N�,`, `z- 2123/2016_ LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHL tl DEBCRIPTlbW GLAZING DETAILS DRAWN BY: DATE: ADE 08/09/14 DW -G--N:- ---- HEV.:. - — CWS-935 c SHEET 1:1 3 OF 7 ITEM PART IDESCRiPTION MATERIAL VENDOR _ 1 H-6125 HEAD UUTERFRAME PVC ATN _ 3 7116 - -3 1/2 --{— _ FRAME CORNER CONSTRUCTION (/(J J�/��(� 7 2 H-6125 JAMBS UUTERFRAME PVC ATN O 9/16"- 1 3/16"-{ �LYO'Wi�®UL/ . m - 3 H-6126 SIL UUTERFRAME PVC ATN ❑ 3 WINDOW SYSTEMS t� 1 1900 SW 44TH AVE. 4 H-6132 SASH SIDE RAIL PVC ATN 2 1/16° ❑�� 23/8" UCALA,FLORIDA 34474 5 H-6136 SASH BOTTOM RAIL PVC ATN 6 H-6137 FIXED MEETING RAIL PVC ATN 1116" 1/16" 1116" WWW.CWS.CC 6116° p� _ 37/81, �� REINF.SSR HD 7 H-6138 SASH TOP RAIL PVC ATN _ S-2006 8 S-6141 GLAZING BEAD PVC ATN CORNER WELD(ALL SIDES) 61 PVC 9 S-6142 SASH STOP PVC ATN D 1:8 10 5-6143 SCREEN ADAPTOR PVC ATN X4"— _ SINGLE HUNG 11 P-5085 WSTP OLONBULBVINYL AMESBURY _—___ 20 NON-IMPACT lz P-5086 WSTP C1LON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB 13/1 13 BALANCERS-CONSTANT FORCE RF 562 CALDWELL H-6125 PVC FRAME SILL 050" l 14 P-5392 SASH TILT LATCH NYLON CALDWELL H-6126 Z zz 15 P-5393 PIVOT CARRI ER NYLON CALDWELL INTERLOCK o n Fw- 16 P-5396 PIVOT BAR 55 CALDWELL �I S-2001 ao a o 0 17 P-3515 118x5/8 PHIL FLAT WHITE SMS STEEL FAST ENAL 5/16 5/16"---� 1 3/8°�-I '4" 10 w w w m IS P-4146 li8X34PHIL FLAT tek STEEL FASIENAL 8 (� FIXEDINEETINGRAIL > 19 P-3028 SET BLOCK RUBBER FRANK LOWE 15/1116" .050" �'J 5/�°-�11- 1/16° SCREWOUDTERFRAME TOGETHER WITH U Z 20 S-2001 INTERLOCK RAIL ALUM ASCEND 1— L-.074' L` 1:8 m z 21 5-2006 REINF,SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD v to 22 S-2007 REINF BOTTOM RAIL ALUM ASCENDS-6141 PVC SASH STOP PVC SCREEN ADAPTOR ,� N Z > ILL 23 S-2008 REINF FMR ALUM ASCEND 5-6138 S-6143 ¢ w O 24 S-2009 REINF TOP RAIL ALUM ASCEND _ ¢ ¢ a a_ 25 5-2011 REINF,EXTERNAL ALUM ASCEND -1 7/76" -2 1!8" 1 7/16' 1 11116 O F w cc 0 � � f- U 26 P-5388 LOCKS NYLON LAWRENCE 6 7 o w a w 27 P-5389 KEEPERS NYLON LAWRENCE -� 1 7/ - ---D 5� 1 7 — 17/161. � -�, a Z 28 P-4779 WEEP COVER NYLON M&M 17/16 29 P-5397 FMR ENOCAP NYLON M&M 30 P-5400 COVER FMR REINF. PVC TEAM PLA511CS JLLJ— 1 f— 31 HOIMELI' SILICONE TRUSEAL PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL 32 P-3305 WSIP..270X187 SOFTTOUCHFIN ULTRAFAtl H �`VP CENSF•. 33 P-5425 W51 P .200 X 518"X 5/8"DUST PLUG ULTRAFAtl -6132 H-6136 H-6137 H-6138 ;J .•• 34 P-5390 HOLE PLUG NYLON v No 58201 :-A 1 5/16'---III 35 GLASS SEE 5HELF 2 1 3/16"� 9/16" 1 3/16° 3/8' 9/16" 9/18"- '{ 36 P-4638 26X2-1/2 PHI LTRUSS tek STEEL FASI ENAL I - z5 J"wt —I- _� 23 Zq - - �� STATE OF /(/+ 37 P-3218 SCREEN FRAME ALUM FLA SCREEN ( �' \) 7/8" --1/8�" 38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN '--' L- 1/16"39 P-3228 SCREEN SP1/t6 }- ,��(�•'•(Op1�P'�\=�` 1/16" DAPA 40 P-3029 SCREEN LIFTS E SUMMA' REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL ;Oft NA;1'0% 5-2007 S-2008 S-2009 S-2011 41 1 P-3033 ISCREEN SPRINGS FLA SCREEN 42 BALANCERS-CONSTANT FORCE R 1 880 — 3 7/16" 43 11-6157 HD FIXED MEETING RAIL PVC VISION -1 11/16" __ _- 2/23/2016 44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION1 13/16" 1 5/16' LUCAS A.TURNER,P.E. -- 45 H-2115 REINF HD FMR ALUM KEYMARK q4 ._ — '1 FL PE#58201 AVE.46 S-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 121/16" - 46 21/8„ 43 - 45 1239 JABARA E tll {� NORTH PORT,-1 34288 47 5-6217 UNI-FRAME SCREEN RETAINER PVC VISION 7/16" 1 1/8' -1/16" Q 13/ PT PORT, 48 P-3783 LOCKS IMPACT STEEL INTERLOCK 39/16, o L f 1116" _--- .- _ 49 P-3784 KEEPLRS IMPACT STEEL INTERLOCK ^n -- - 1/16" 1 SHFEI DESCRIPTION: PVC SILL POCKET INSERT REINF.HD FMR o S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS H-6157 6005A-T5 DRAWN BY DATE: -I--,,----- 5/8"fes-� 47 L_ ADE 08/09/14 PVC FRAME 7/1B" 1/16" DWG N: REV.: H-6193 CWS-935 C SCALE: NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINERSHEET 1 2 S-6217 5 OF 7 MIDPOINT @ WIDTHS OVER 37"---- WINDOW SYSTEMS•� _ 1900 SW 44TH AVE. 6"MAX.(TYP.)— -�-{ 4"MAX.(TYPJ- — 6"MAX.O.O.(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP.) -SEE NOTE 2 4"MAX.(TYP.) --SEE NOTE 2 W W W.CWS.CC 610 Pvc J / SINGLE HUNG 8„ MAX.O.C. NON-IMPACT O (TYP.) O ---- - - - ----- - --- 14 1/2" MAX.O.C. o I:. uj (TYP.) o a o O 1 - 2 iR / --INSTALLATION / _ w w w m ANCHORS(TYP.) - 3"(TYP.)� U Z 3"(TYP.)— J mLL O SQ X 4 � zw INSTALLATION w ¢ w O ANCHORS(TYP.) m cc o a oIw- J jW j o w a _ ¢ Z = O �- Um ¢ O ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,�V�CuTiruy [NO SILL ANCHORS REQUIRED] ot PC10 RE W T o No 58201 :a NOTES: 0: STATE DF :� o v� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �i�S R � s�ON A;E�:`�` 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. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. _ _2/23/2016_ 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. BE PROTECTED TO PREVENT REACTION. FL PE#58201 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 DESCHIP_fION: 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-1X BUCKS ARE SCHEDULE AND ANCHOR OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ----- DRAWNdY DATE: 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. - - DWGN: 9.SEALING AND FLASHING 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/AAMA/WDMA 300(EXTERIOR DOORS) scALE:-- SHEET 1:20 60F7 ` MIN.EMBEDMENT' -"--- SUBSTRAIE l( J7�1(w�®T. TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OI HERS LlI9C4N1 LIULG SEE TABLE 1 _ WINDOW SYSTEMS — MIN.EDGE DIST. 1/4"MAX.SHIM--- - MIN.EDGE DIST. SUBSTRATE 190D SW 44TH AVE. SEE TABLE 1 -— SEE TABLE 1 BY OTHERS SUBSTRATE BY O 1 HERS 1/4"MAX.SHIM- SEE TABLE 1 W WN,FLORIDA. 0 34474 SEE TABLE 1 — --- C� MIN.EDGE DIST. SEE TABLE 1 --------.._--'----------- PERIMETER SEALANT-- SEE IABLE DMENT INSTALLATION ANCHOR - " O 610 PVC BYINSTALLER o + SEETABLE.1 o SINGLE HUNG INSIDE AND OU I' SEALANT BENS TI - Ej a S E TABLE 1EMBEDNON-IMPACT FLANGE BY INSALLER 1/4"MAX.SHIM ❑ Lioo PERIMETER SEALANT r w --PERIMETER SEALANT �]o0o BY INSTALLER ao N o 0 BYINSTALLER a INS DE AND OUT INS DE AND OUT — --INS'IALLATION ANCHOR Y —SEALANT BEHIND SEE(ABLE 1 __ _ w w_ w m I.N INSTALLER SEALANT BEHIND W INSTALLATION ANCHOR - FIN BY INSTALLER o Z SEE TABLE 1 8 HORIZONTAL SECTION C HORIZONTAL SECTION °LL° O 7 TYPICAL JAMB ANCHORAGE 7 TYPICAL FIN ANCHORAGE w �' HEAD AND SILL SIMILAR FOR FIN INSTALLATION > Z w —CONTINUOUS DBL 1/4"BEAD OF SEALANT w < w O AROUND PEHIMETER @ ALL INDICATED ¢ ¢ a a POINTS BETWEEN FRAME AND SUBS I HATE O w cr BYINSTALLER U o - - - -- w a z a ❑ SEALANT BEHIND 1/4"MAX.SHIM FLANGE BY INS I ALLLR F� - ,L,`�I►r•�t�i/►i�" Oe PERIMETER SEALAN I S�c'•,Q2 , BYINSTALLER vI ••�'P INSIDE AND OUi No 5B2D1 SUBSTRATE BY O 1 HERS- SEE TABLE 1 A VERTICAL SECTION 7 u Z TYPICAL SILL ANCHORAGE 0:• STATE OF •4u NO SILL ANCHORS REQUIRED - ��(�`•:;(O R "s/ONAI E?G`�� ooa z� TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE 2/23/2018 TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. Q LUCAS 21 TURNER,P.E. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" FL PE#TURNER, LANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" 58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" V. BYINSTALLER NORTH PORT,FL 34288 FLANGE GROUT-FILLED CMU(ASTM C-9U) 3/16"ELCO ULTRACON 1.1/4• 2-1/2" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION 3/16"ITWTAPCON 7 BOX FRAMEINSTALLATION SHEtI FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3l8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(0=0.55) 910 WOOD SCREW 1-3/8" 7/8" INSTALLATION DETAILS FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-15 HILTI KW IK-FLEXOR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE 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: DRAWN BY: onrE 1/8"ALUM.(6063-T5 MIN.)OR #1U GRADE 5 SELF-TAPPING FLANGE 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owc e: - REV:: - ---- 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C FIN 2X MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1-1/2" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS __—_—__. _____.—_- SHOWN FOR FLANGE WINDOWS. scaLE: SHEET NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1,2 7 OF 7 2/5/2019 Florida Building Code Online BCIS Home ! Log In User Registration Hot Topics ' Submit Surcharge Stats&Facts Publications Contact Us ' BCIS Site Map Links Search d0odpFlda Yr r "; Product Approval USER:Public User r :ra+.cjy�;i„ Product Approval Menu>Product or Application Search>Application List p ication f3 it .. a FL# FL5777-R5 Application Type slon Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 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 C.Windows Subcategory ns Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t 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 4-i Validation Checklist-Hardcopy Received Certificate of Independence FL5777 R5 COI EvalReport244C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA 450-10 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2005 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5777 RS Equiv FL5777 Equivalency_p_df https:llwww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bZljLJBTNUNsVLNAVEUOeJx[oYrod3ZQ%3d 1/3 2/5/2019 Florida Building Code Online b BCIS Home ' Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts Publications ' Contact Us BC1S Site Map'! Links Search dL40rb a - Product Approval ` t USER:Public User Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 FL# 5777,2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications f Type I Manufacturer Validated By Status F&777-R5 Revision Custom Window Systems Inc. Steven M. Urich, PE j Approved s ory !FL#: FL5777.2 i(717) 317-8454 i Model:CWG-1750 Mull 13er I Description: 3"Mull Bar for PVC Windows. Category:Windows i Subcategory: Mullions -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Co right 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: eCliec' Credit Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 3" PVC MULL BAR - NON-IMPACT GENERAL NOTES: aag®m 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • SHOWN wlDIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44 H AVE. 1900 SW 44TH AVE. 2.CONFIGURATIONS(SEE SHEET 2):VERTICAL OR HORIZONTAL. OCALA,FLORIDA 34474 W W W.0 W S.CC 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. ---- ------ (REFER TO SHEETS 2-3) - - - -- 3"PVC N THE ' 4 DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILSANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED I. W NDLOAD MULL BAR i DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. NON-IMPACT 5.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS O REQUIRED IN WIND BORNE DEBRIS REGION. ¢ Z C z 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER z w w O 2 w o w _ DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. w z O z w m-r o Qw§jTOof_z;m ANCHOR CLIP - - -- -- --- ANCHOR CLIPLL F-w z r 3�2_ 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT z z=2¢W w O O 6 I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE 00 OO O0 UZ a FZ-I- w II II z 001 (-B-) --=)U- O O O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY } ¢-LLO w 0 C)O? 6 APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY C < LU O_ z REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, IO It }� p BUILDING OWNER OR CONTRACTOR, w LL 0 W>-o w(ow M z-a 0 U) 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 a J--F w � w CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR a �( X X EXTRUDED ALUMINUM. 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE 4, UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS NNURE�y r SHOWN HERE IN. G F E D ANCHOR CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. .v' No 58201 :�-P 70 1U 9 9 VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. EXAMPLE HORIZ/.VERT.MULLION °' FOR SECTION VIEW ONLY 40:• 6TATE OF ;�� ANCHOR CLIPLucas - � Turner - -- 2017-09-28 07:10+20:00, X� I O I I O I 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 SHEtT DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 __ __ __ ___ orwwNffY ---TATEI-_-- DP CHARTS.................................................2-3 BOM&EXTRUSIONS.....................................4 A --- RS 04/13/09 ------------------- EXTRUSIONS..S........................................6- owca: REV. SECTION VIEWS.........................................s-7 EXAMPLE VERTICAL MULLION FOR CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY CWS-430 C-_ INSTALLATION DETAILS..........................9-1U SCALE' SHEET -- - -- -- - - - --- 1:25 1 OF 10 DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ALUMINUM 3"MULLION -1758,HORIZONTAL OR VERTICAL,WITH 1522 or 1767 CLIPS USING FOUR(4)#10 SCRE 5 --- /T-�- --- - r INTO WOOD or METAL,3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONRETE WITH WASHERS PER CLIP. HOLLOW or GROUT-FILLED BLOCK REQUIRES FOUR(4) r I >7/7C�v�r® •I /(// 1/4"ELCO ULTRACON WITH THE 1767 CLIP. aa 1/4" Ll��j�4� OPENING WIDTH(in.) 39 45 51 57 63 69 75 81 87 93 99 1063/8 114 OCA 120 132 144 44TH AVE. CALA,FLORIDA 34474 37 120 120 120 120 120 120 120 120 120 116 109 102 96 91 83 76 WWw.cwS.CC 423/4. 120 120 120 120 120 120 120 113 106 99 94 88 82 78 71 6648314 120 120 120 120 120 113 105 98 92 86 81 76 71 68 62 57 3"PVC 53 1/8 120 120 120 120 111 103 95 89 83 79 74 69 65 62 57 52 MULL BAR 5 120 120 120 112 103 95 88 82 77 73 69 64 58 53 49 NON-IMPACT 63 120 120 110 1 100 92 85 1 79 74 1 69 65 1 62 58 C 54 52 47 44 66 TrT 120 113 102 93 86 79 74 69 65 61 58 54 51 49 44 41 72 117 104 94 86 79 72 66 62 57 54 51 47 44 42 38 35 a ¢z o = 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 z w�o ¢I-o Lw ~ w zOz cttzl- z x0 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 9 Q r o of 3 E Lu 84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 z z r U o=o wp J 90 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18 ov L)�_r-z 0-F-W a 96 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 15 z p c�5- OLLV ouj DO- 1112 42 37 33 29 27 25 23 21 20 19 18 16 15 15 a <z w Luo z 1063/8 37 32 29 26 24 22 20 19 18 17 16 15 - - Ir 2 a O l_l-L-oz- 114 30 26 23 21 19 17 16 15 - - - - w o a -o�o� 120 26 22 20 18 16 15 - - Ez=o 0ou )v~i wo a= 126 22 19 17 15 - - O 0 w o > 132 19 17 15 a a ofof En a 13x 1 17 15 DP CHART IS FOR: ,`l,�"0RE6Y��4, r . r NON-IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): ........g ,�.�G�S.��GEruF 1522 or 1767 CLIPS 'J: No -(4)#10 SCREWS INTO WOOD or METAL -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 1767 CLIPS OF ;4,Z -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ,�'4��SF O R.......... Nz, TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE �- VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION HORIZONTAL MULLION 9/26/2017 LUCAS A.TURNER,P.E. FL PE#58201 ' (- N 1239 JABARA AVE. x x z z `" NORTH PORT,FL 34288 X z SINGLE1 PH.941-380-1574 Jw J J I oRl"I SFILL DESCRIPTION; -- ITRIPLEI DP CHART > > UNITS 1522 or 1767 CLIP IBELOWI 4ANCHORS 1 I I J_ II LI I I DRAWN BY: DATE: _ F--- OPENING SIZE---� ---i OPENING SIZE I+- OPENING SIZE--- i --I OPENIN3 SIZE I-- 4-- MULL LENGTH---I RS 04/13/09 OWU 0: __. .REV..__._—. CWS-430 C SHEET --- --- - -- -- ------ --— -- -- —-- - ---1:1-- -2 OF 10- DESIGN PRESSURE CHART(PSF)FOR O -IMPACT INUM 3"M L ON -1758,HORIZONTAL OR VERTICAL,WITH 1767 CLIPS USING SIX(6)#10 SCREWS INTO OO or I--�'-_ METAL,3/16"ITW TAPCONS or ELCO TAPCONS WITH WASHERS PER EACH END OF MULLION. HOLLOW or GROUT-FILLED BLOCK REQUIRE SIX(6)1/4"ELCO ULTRACONS /j nn(�vfr® •I ///l WITH THE 1767 CLIP. WINDOW SYSTEMS �j�/Ij OPENING WIDTH(in.) 39 45 51 57 63 69 75 81 87 931900 SW 44TH AVE. 99 106 3/8 114 120 132 144 OCALA,FLORIDA 34474 37 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 WWW.CWS.Cc 423/4 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 106 -----— 48 3/4 120 120 120 120 120 120 120 120 120 120 120 120 115 110 100 92 3"PVC 53 1/8 120 120 120 120 120 120 120 120 120 120 119 112 105 100 91 84 MULL BAR 57 120 120 120 120 120 120 120 120 116 109 102 95 89 84 77 71 NON-IMPACT 63 120 120 120 120 118 108 99 92 86 80 76 70 66 63 57 52 663/4 120 120 120 109 99 91 83 77 72 68 64 59 55 53 48 44 72 120 107 95 86 79 72 66 62 57 54 51 47 44 42 38 35 a 3 a z 0 F 7(. 103 90 81 73 67 61 56 52 49 46 43 40 j 37 36 32 30 z w�c ¢LU z w W zOz o'_—F- Z 80 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 Q 3 m w 84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 z z= a z W o p J Cj x r o= J 9U 62 54 46 43 39 36 34 31 29 27 26 24 22 21 19 18 oO oO U)�o z ILP U)a 96 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 - z o O Z-z F-Z))` 02 42 37 33 29 27 25 23 21 20 19 18 16 15 - - ¢ P z,�2 p O L O 1063/8 37 32 29 26 24 22 20 19 18 17 16 - - Er 2¢O F F-F Z C6 O z 114 30 26 23 21 19 17 16 15 w oo�>-owP2 12 U 26 22 20 18 16 z LL`n a 126 22 19 17 15 - p wLu Fo a7: y cr 132 19 17 a a x?:w 138 17 DP CHART IS FOR: p�ORE�V NON-IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): �.��9 P.••••••. 1767 CLIPS +J -(6)#10 SCREWS INTO WOOD or METAL ;v: No 58201 9 t e t• * *� -(6)3/16"1 r TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD (6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 'a: 0:•, STATE OF •:41� as 1111101%, TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION HORIZONTAL MULLION y/��'/�N 17 1 LUCAS A.TURNER,P.E. _ FL PE#58201 } }— N 1239 JABARA AVE. = w w O �SINGLE� NORTH PORT,FL 34288 z z J J Z TWIN PH.941-380-1574 J J j a OR SHLEJ UES-mi o ITRIPLE1 DP CHART UNITS 1767 CLIP 2 I iBELOW' AW6 ANCHORS LI I 1_I -I I 1I I L I DRNby: DATE: F�-- OPENING SIZE—+-I -�I OPENING SIZE � F---- OPENING SIZE---i -�I OPENING SIZE F-- -- MULL LENGTH---I RS 04/13/09 DWd#: - REN - CWS-430 C �' ••(J� scn�e' SHEET 1:1 3 OF 10 ITEM PART# IDESCRIPTION F OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP u 1 H-1758 1 x 3"MULLION TUBE (F-1522 (F-1767-XXX) ��j77�(v�® • 2 #100 O OR#12 HEX WASHER HEAD TEK SCREW'(sea note below) ` NEW F-1522-013-013 F-1767-001V(5tyn17 3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS 4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. 6 S-1522 RETRO FIT MULL ANCHOR CLIP FIN NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 7 S-1897 MULLION CLIP RETRO F-1522-013 F-1767-004(L&R) WWW.CWS.CC 6 SEALANT NEW NOT RECOMMENDED F-1767-001 !- 9 S-1895 DRIP CAP BOX 10 S-1896 FLANGE ADAPTER RETRO F-1522-006 F-1767-001 3"PVC 11 56018 MULLION INTERIOR COVER MULL BAR 13 P-3486 MULL BAR CAP NON-IMPACT 14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP 15 F-1522-006 3"SLOTTED T-CLIP a z a Z o 16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD 17 F-1767-004L JL-ANGLE 3"MULL CLIP,FIN,LEFT z w o o Q W w 18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT w z O z 2� f 19 #10 HEX WASHER HEAD TEK SCREW oLL 1¢-w 3 Z g= Z Z22Q2Wpp USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 0 O 1-0 z¢a H�a Z p �_Z~UN > Q2�LLD�j�p2pZ 13/4" � 11!16" -''',,,�� yf32"— 17/16" 12")— -17/16" --9132" 2 QO I-H 7/16"- ,, �� ,, 11 ' 1/2" � _ — 7!16' - 22Irjn RrOg — � _ 002 U)awww 2 Zrnw O0ofF- V I G 1/16 a -2d 20-c- -1/16 - 1/16" - �_ w 1-0d 2 > DRIP CAP S-1895 1 13/16" 11 15/16") 1 13115" 1 = a W2 3:W 1 311 a MULLION INTERIOR I J8 - F COVER S-6018 FLANGE ADAPTER S-1896 I 6" 1 Q_ a JI 27/16" I -.� 1 11/16" 11 718'9 f- 13/811_� }— 0-ILC ♦♦♦It�NOREW�'1y, L_ cp 318" wG• No 58201 •Lm'P: TOP VIEW 2 7/16" I-1 5/16" —12 1/41— *p * p*= -b: 213116" 1I8' - '9 STATE OF ;"4UZ 'i0�•'F< pP'.41: I � 3"MULLBAR H-1758 V - -1314°---I--1 3/8°-moi � -15 ��i�s�ONA,�?♦♦♦♦ 2 3115" - 1 MULLION CLIP S-1897 - L I I 9!26/2017 --- ta I-- — na^ ---I 2 1/4^ LUCAS A.TURNER,P.E. 522-006 FL A#58201 L118" RETR /FLANGE CLIP 1239 JABARA AVE. � NORTH PORT,FL 34288 41 r I PH.941-380-1574---- 4 7/8"--� SHLS 1f DESCRIPTION: F-1522-013 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK BYi DATE ___ TO REMOVE FIN FOR FRAME DRAWN : ATTACHEMENT TO MULL BAR RS 04/13/09 DETAIL A ------------- TYP.FIN FRAME 3:1 CWS-430 C E SH NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 E T FRAME TYPE OPENING "IMULLBAR CLIP "L"MULLBAR CLIP �q —�/- F-1522-XXX) (F-1767-XXX) // j7nRv�r®�•I /,,�/,{ F- F-1767-001 WINDOW J(( 1171�jy✓/I NOTE:IF USING CLIPS WHICH REQ.FOUR 4 ANCHORS PER END REFER TO FLANGE WIPIDOW SYSTEMS O ( RET 0 F-1522-006 F-1767-001 1900 SW 44TH AVE. SHEET 2),THE MIDDLE HOLE(CIRCLED)MUST BE USED WITH ANY OTHER F-1522-013 F-1767-004 1900 S E. HOLE AS REQ'D PER EDGE DISTANCE. FIN (L&R) W ALA,FLORIDAFL RI34474 cc RETRO F:1522-013 F-1767-004(L&R) - ,- - NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3"PVC MULL BAR NON-IMPACT I K a 17 18 ! Z o �w-jaZw oQwZ>oE3E Z ZS �Qwwo2 �--- woo 2 3/4° —2 1/4" Z OZ C7 U W z j U to Q PZ m Z O,U wgmog Q �a}0~Utzzui ui 12 3/4") 2 7/16" cc Z to W O V)0w w F_ a 7116"THRU(TYP)— - -1/4"THRU(TYP) V2" %0%ANDREW OUTSIDE PSP�GErys•TG�P+� 1_ 7/16"(TYP)1/4"(TYP) 8201 -P 3/8""_—Q _ O _J3/8" 1 } %P STATE OF :11 15/8" (23/4") 15/8' O.I�.F�OR1�V,�� 3.. 4iisS�ONAL ECS,+�+ I zz F- —67/8" 9/36/2017 t12^ t!2° LUCAS A.TURNER,P.E. --2 3/4"--- "L"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-1767-004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1187-004R PH.941-380-1574 OUTSIDE SHEtI UESCRIPTION: EXTRUSIONS I DRAWN 8Y: DATE'. RS 04/13/09 DWGA: REV. CWS-430 C --- - - -- scALE: SHEET 1.2 5 OF 10 WINDOW SYSTEMS 1900 SW 44TH AVE. i I OCALA,FLORIDA 34474 W W W.CWS.CC I I p 3"PVC MULL BAR SEAL BEHIND FLANGE- APPLY SEALANT ALONG FULL--- L� (VON-IMPACT PRIOR TO SEAL IATTACHING .,� I 10 MULLIND FLANGEPRIOR TO ATTACHING O ap I GROOVLENGE PRIOR TO HOF WINDAOTITACHING ME ----(2) TO MULLION -\J ( y ii —� COVER -.rU ¢ Z <w 0 Cyd _O t1 11- o V W zoo � � FIN MUST BE REMOVED-- 0 K(n }Q cK m WHERE WINDOWS iIL CONNECT TO MULL I 0 0�0`'C¢=0 m 0 Z-'jZF-0(!1 y' I Z 000u)ZOU_ <¢OwOFOCz I a 0 U)n o A VERTICAL/HORIZONTAL MULL BAR SECTION w w w(D 0 w u)w A HORIZONTAL MULL BAR SECTION A HORIZONTAL MULL BAR SECTION_ I s BOX FRAME W INDOW R a tr 0 2>_i s FIN FRAME WINDOW a w is O w s } s FLANGE FRAME W INDOW a a s I APPLY SEALANT ALONG FULL - .�,'VQ •�'�G E lYs�;.�''-p�� 11 1 2 LENGTH OF MULLBAR GROOVE 1 j i I PRIOR TO ATTACHING DRIP Z'- No 58201 ADAPTOR c I *. STATE OF 141 FIN WHERE WINDOWS a ' O 1 , i .......... NA ��;,± CONNECT TO MULL O 'h4+mnaN� t1 a�o I DETAIL A � 9!2612017 ---- SEAL BEHIND FLANGE- I LUCAS A.TURNER,P.E. SEAL BEHIND FLANGE- 10 (SEE DETAILS) PRIOR TO ATTACHING 10 (SEE DETAIL B) APPLY SEALANT ALONG FULL-- FL PE#58201 PRIOR TO ATTAC 1 TO MULLION LENGTH OF MULLBAR GROOVE TO MULLION ( I PRIOR TO ATTACHING FLANGE 1239 JABARA AVE. ADAPTOR NORTH PORT,FL 34288 PH.941-380-1574 B VERTICAL MULL BAR SE TION �B VERTICAL MULL BAR SECTION G __ FLANGE FRAME WINDOW I, FIN FRAME WINDOW sHtti u€scRlYnoy: I I L SECTION VIEWS I I MULLS O O__� DRAWN BY: _-DATE:----- i RS 04/13/09 10 DWC p; REV: CWS-430 c I DETAIL B scn[E: - -^SHEET 12 6 OF 10 17 1 18 V-C911A17(yVUU1/U�• WINDOW SYSTEMS (D CD Q 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWs.Cc A 3'PVC CD CD MULLBAR 2 NON-IMPACT -L z <'i- Itj u)LLI 00 ci 137 1 'z lw_LL'l 0 Ld LLI ZOZ X E:—t: g Q w§>- A 17 u_' I-wx z3: i- OE 6' 0 SECTION VIEW A-A u 0 v) z IL P w IL TOP VIEW 0 6 Z , I- -ZDw z FIN FRAME z 2.L5 m LOL R: F< 00 Lu LL v)w 0 Lu v)w Y z 0 W u)F EL fr m >_0 u) III 0 w 0 m Lu Lu o 5"MULLBAR(H-1760) (SEE SEPARATE APPROVAL FOR Z4-MULLBAR(H-1759) APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR ___02 APPROPRIATE DIP CHARTS) R E .......... 9 No 58201 S,6 _ STATE OF 41 Z 14j 0 -z' SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 A�'D N 1 SEE NOTES 1&2 SEE NODES 1&2 F Z 7-- -CI9)SEE NOTES 1&2 (2 EA./CLIP) --1 (2 EXICLIP) (2 EA./CLIP) 9/20/2017 LHORIZ 10 3'VERT MULLBAR SECTION rC'�4'HORIZ.TO 3'VERT.MULLBAR SECTION 3" DRIZ.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. 7 FLA FRAME FLANGE t-KAME WINDOW FLANGE�RAME WINDOW _WIffD_0WFL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 NOTES RHLO 1. SLUE CLIP INTO LOCATION AND SECURE WITH ITEM 19(CITY 2),AS SHOWN ABOVE. SECTION VIEWS 2. PRE-DRILLED HOLES(THRU H/V CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAYBE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWa-By. _DA_T_E_:___'_____ OF 9132"AND A MINIMUM CENTER TO CENTER SPACING OF 112". RS 04113/09 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, _D_vv_u_o_:_ REV- RE:)ARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL). THE FULL LENGTH MUI_L MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-430 _C SCALE: SHEET 1:2 7 OF 10 wIN90w sysTENis 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.CC TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION HORIZONTAL MULLION 3"FVC MULLBAR NON-IMPACT}. 1_ W w J z 13INGLEI Q Z _2 Q z J w w I TWIN Z Luta <rOw a OR w > > O o IUNII'S zOz m_�N aU§>Om�m I--w Zr-3�.2m 2 BELOW� Z Zm:�QXw 0 O I+-- OPENING SIZE OPENING SIZE F•- F--- OPENING SIZE--- OPENING SIZE F- 4-- MULL LENGTH---1 z O O=z z~o- Q z 2EZ=UU > Q�pWgOmOZ LLJ EE ZOwU)OWOW a Q_ wm0 WO�V) a a a 10 R E Vl,fT ,�GPh• G E 7J S�GiQ26� v:• No 58201 �0:• STATE OF !: � NOTES: 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 9/30/2017 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 MAUERIAL 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. srlttl utscrtlPiioN: ---- -- 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. orwwN er: -_R04/13/09 oAfE:-— 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 STRSRUCTURE. uwc a:�""---- -- ev.-.--- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: s-CV CWS-430 C SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) 1:1 wlnlDow sysrErls 19UO SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 3"PVC MULL BAR NON-IMPACT -RETRO FIT -"L"ANGLE MULL BAR CLIP MULL BAR CLIP TWO REO'D PER EACH END OF MULL3 z Q z F- ow0 "w06 MULL BAR --MULL BAR z w J o a�U w If`ll l II w zOz x-fir O w Oz Pw Ir— INSTALLATION ANCHOR 111 -INSTALLATION ANCHOR O O F--0 CJ¢=FO Ix -J` -- - SEE TABLET II SEE TABLET 0 Z�jZZ�� SEALANT ALONG -- -- __ �- ADD STRUCTURAL ELEMENTS ml�-- L -`I --ADD STRUCTURAL ELEMENTS z O O U(6 Z)O- OUTSIDE EXPOSED - - -�- - AS REO'D TO MAKE LEVEL FOR SEALANT ALONG AS REQ'D TO MAKE LEVEL FOR ¢ F--LL O O U MULL BAR OUTSIDE EXPOSED } Q� w-x O Z EDGE BY INSTALLER _ EDGE BY INSTALLER MULL BAR Lc 2 Q O F-�F.z PERIMETER SEALANT a ' F¢- 0� }U7 O U PERIMETER SEALANT O❑ 2 BY INSTALLER MIN.EMBEDMENT BY INSTALLER LL W U O U H INSIDE AND OUT INSIDE AND OUT SEE TABLE w =a O SEE TABLE 1 —� O wF-O a�wu) a r=- a it a SUBSTRATE BV OTHERS-- SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST. - - I- -I--MIN.EDGE DIST. SEE TABLE 1 ��VERTICAL SECTION E VERTICAL SECTION SEE TABLE 1 ��P��PND1REIY fT��y �9J TYPICAL FLANGE RETRO FIT ANCHORAGE 9 �� 5,.••'••'' G i� ( ) �J TYPICAL FLANGE ,Op,.��GENSF•.'QJ,s HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION �v No 58201 ••t�-P p: STATE OF ��4FS'FLORIDP• \�`� X� 9/26/2017 NOTES: ---—---_--"- LUCAS A.TURNER,P.E. FL PE#58201 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE. SUB R TYPE' MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 ONCRETE(2.0 KSI MIN.) 3/18"ITW TAPCON 1" 3" AFTER INSTALLATION., PH.941-380-1574 CONCRETE( .85 KSI N.) RACON 1-314" 1" 3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW SHED DESCRIPTIDN: -- --- HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS 3/16"ITW TAPCON FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 1-3/8" 718" 4.FOUR OR ELCO ULTRACON (4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEET 2. _--- TE:--- 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8° TWO(2)or THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DMWNBY DA I RS 04/13/09 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR FIW FULL THREAD 5.SEAT MULLION TIGHT TO MULL CLIP. ----- ------- (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 owo a:--- REv.. 1/8"ALUM.(6053-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-430 C 7/16" SPECIFIC INSTALLATION DETAILS. scnCe- - - ---_ 1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHEET — — -- — - ----- 1:2 9 OF 10 WINDOW SYSTEMS LLLLLL��LLLLLJJJJII 19UU SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 W S.CC 3"PVC MULL BAR NON-IMPACT a z 3: < RETRO FIT --- "L°ANGLE CLIP r p W p m w 0 . MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Z w�p 2�Z w W ZOZ X_-F- §r 3_ m- O� m .,,--------MULL BAR --MULL BAR Z Z 2 2 C K 0= O OI-OV¢=�� --- to a Z H V)w _ f�,II-- — _ - INSTALLATION ANCHOR w Z O U_Z F U -IF I- --—INSTALLATION ANCHOR �� - Z O (� SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 } Q 3 O W O U Z SEALANT ALONGE SEALANT ALONGE -- — W O p X>O w W UUI�SIDE EXPOSED �.. OUTSIDE EXPOSED .�, - � Z�WEDGE BY INSTALLER "o• ' EDGE BY INSTALLER °o � a =a w O�U EXTERIOR FINISH ° p =F-O w r �"„°;T{_ - MIN.EMBEDMENT EXTERIOR FINISH---- a°��;.I _ MIN.EMBEDMENT � a ��W N BY OI HERS of - SEE TABLE 1,SHT 9 BY OTHERS ,•of - SEE TABLE 1,SHT 9 D- ~ 0_ PERIMETER SEALANT- PERIMETER SEALANT-- -o BYINSTALLER _ BYINSIALLER _ INSIDE AND OUT INSIDE AND OUT � SUBSTRATE BY OTHERS SUBS I RATE BY OTHERS- jG h,� SEE TABLE 1,SHT 9 SEE'I ABLE 1,SHT'9 " 1 GP�• UENg�.•QL ---�—MIN.EDGE DIST. ---I--MIN.EDGE DIST. v: No 55201 •:�-P SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 F VERTICAL SECTION G VERTICAL SECTION 1U TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 0:• STATE OF :�✓•ut T T S �""ill/ONA; 1"% '� 9/26/2017 LUCAS A.TURNER,P.E. NOTES: FL PE# 1239 JABARA RA AVE.A 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 2.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW SHELI UESCRIPI ION: UNIT AS NEEDED. INSTALLATION DETAILS 3.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEET 2. _ FIN TWO(2)or THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN B'Y _ --DATE:- RS 04/13/09 4.SEAT MULLION TIGHT TO MULL CLIP. tiwu a:------ REV.: -- -- 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-430 C SPECIFIC INSTALLATION DETAILS. I SCALE: SHEET ----- ------ - ------ -- -- — -- ---- --- 1:2 1 OD F 10-