Loading...
HomeMy WebLinkAboutProduct Approval E > '7 Business BCIS tome Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search H da PProduct Approval r �.•., USER:Public User Product.AQproy_al_.Mgnu>Product or Aoolication Search>Application List>Application Detail FL# FL17235-R3 Application Type Affirm.I 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 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category <ED 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes NO NjA FL17235,R3 COC_6thEdFBC-FL17235.pdf Product Approval Method Method 1 Option A Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summary of Products F Model,Number or Name Description 7235.1 DH-650 Vinyl Double Hung DH-650 Vinyl Double Hung,Non-Impact,53 1/8"x 76" iml of Use Certification Agency Certificate Approved for use in HVHZ:No FL17235 RI C CAR 1..3..8-1307_pAf Approved for use outside HVHZ:Yes Ell 5.R3 C CAC._CAR._138-1308pdf Impact Resistant:No FL17235 R3 C CAC.._CAR._138-1378_pdf Design Pressure:+50/-50 Quality Assurance Contract Expiration Date Other:DH-650 Equal Split or Oriel,Max size 53 1/8"x 76", 08/15/2018 Fin,Flange,DP+50/-50.PSF.Glass romplies with ASTM Installation Instructions E1300-04. FL17235 R3 II CWS-936B(DH-650,NI).Ddf Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17235__R3 AE Eva[R@p CW-9368(DH-6150 N1);pdf Created by Independent Third Party:Yes Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovridht 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 emaits 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: gig Safe DOUBLE HUNG - NON-IMPACT GENERAL NOTES: (SHOWN w/DIFFERENTOPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOWS/SfEMSL�%J MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,rLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) W W W.CWS.CC 54 318'FLANGE WIDTH 3.CONFIGURATIONS:•X/X•. 53119'MAX UNIT WIDTH53 13116" 650 PVC FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 48 15116'MAX UPPER SASH WIDTH 53 119'MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND DOUBLE HUNG GLASS TABLES ASTM E-1300-04. 46'GLASS DLO 48 1&16•MAX UPPER SASH WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, NON-IMPACT WATER INFILTRATION TEST PRESSURE AND GLASS TABLES I 46'GLASS DLO ASTM E-1300-04. C m N 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN o USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR o o ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS Tm USED FOR WOOD ANCHOR CALCULATIONS. W W m 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE B 1 B SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. LL O 771/4' 351516'D /` 1 D 131116' FLANGE MAX V 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM + �D HT UPPER I UPPER /� GLASS DLO SEALANT USED AT FIXED MEETING RAIL AND JAMB. ¢ O W GLASS DLO ir HEIGHT 77HEIi HT 8.SERIES/MODEL DESIGNATION DH-650. o o a HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: G U 76' 8 X-OPERABLE SASH o LU _ MAX J 9 76• S = a UNIT IDHT I MAX /0.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR C IT LOCATION. m<Z 8HEHT 361St �/ D P913/16' pN4g1 MAX /� I t 1.EXTERNAL WEEP SLOT-1/2 X 2-1/2•LOCATED 5'FROM BOTH ��p4•4O W b44� iLOWER I 6 I MAX �( 267/4• ENDS. y lG 4' SASH 33. SOWER /� GLASS DLO ASH :",j VP.�10ENgF.,•P,y��'- HEIGHT I GLASS DLO HEIGHT No 58201 A — i Lucas A. =+: • *' Turner S9 STATE OF A C I 2016-02-23 A 46'GLASS OLD -I 09:50-05:00 �'F .9 R! c� 9 191516'MAX LOWER SASH WIDTH ,�'4 S/ONA;E,00 /6'GLASS OLO 49 6'MAXLOWERSASHWIDTH ORIEL Zz- 2/23/2016 EQUAL SPLIT LUCAS A.TURNER,P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET. RIPTION: TABLE OF CONTENTS MAX. UNIT MEETING RAIL GENERAL ELEVATTIONIONS AND S GENERAL NOTESd ELEVATIONS.....t CONFIG. SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING :DRAWN By DATE. DP CHARTS..........................................2 GLAZING DETAILS...............................3 ADE 08/04/14 SECTION VIEWS a ALT FRAME......4-5 EQUAL 37"X 76" LIGHT : W �, N­ SECTION 6 B.O.M.........................6 EQUAL SEE COMPARATIVE NONE CWS-936 B ANCHOR SCHEDULE 9 NOTES..........7 53-1/8"x 76" HEAVY ANALYSIS CHART, SHEET 2 L INSTALLATION DETAILS.....................8 5 HI ORIEL SHEET 1:20 1 OF 8 Design Pressures(PSF)for Equal Split Configuration with Glass Type A,B,C,or D Unit it Widths(in.) adoEMSHei hts(in. 23 1/2 71/2 29 1/2 31 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 44TH AVE. 2 +50.0/-75.0 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 1/2 +50.0/-75.0 +50.0/-7S. +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 - -_ 41 1/2 +50.0/-75.0 + - 5.0 +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/-73.1 650 PVC 43 1/2 +S0.O/-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 +So.o/-73.4 +50.0/-70.6 DOUBLE HUNG 1/2 +50.005.0 +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 +SO.0/-68.9 1+50.0/-66.2 NON IMPACT 51 1/2 +50.0/=/5.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/45.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 1+50.0/-62.6 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 0 ,, 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 a 59 2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.g4-25.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 0 0 0 63 1/ +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.001.6 .0/41. +50.0/-71.6 +SO.O/-71.6 +SO.O/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +S0.0-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 w w m 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 Cm z 71 1/2 +50.0/-64.0 +50.0/-59.7 1+50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-S6.5 +50.0/-56.S +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 . rn 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 a o wi 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 w a r a o a i W U y Lu Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types C or D in the Fixed m -c i Unit Unit Widths(in.) Hei hts(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 p•``�t10REW����i,� 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +S0.O/-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 I 4r?ry`GENgF.,Pyto�S 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 �v No 58201 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/-71.3 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 9� srATE of :� 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 1+50.0/-74.8 +50.0/-67.2 +50.0/-64.6 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 z 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 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 2/23/2016 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 LUCAS A.TURNER,P.E. FL PE 9 58201 65 1/2 +50.0/-52.5 +50.0/-50.4 1+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 1239 JABARA AVE. 67 1/2 +50.0/-52.5 +50.0/-50L+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/-50.0 NORTH PORT,FL 34288 PH.941-380-1574 71 1/2 +50.0/'52.5 +50.0/-50 +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/-50-074 3/4 +50.0/-52.5 +50.0/-50 -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 i DESIGN PRESSURE 76 +50.0/-52.5 +50.0/-50 -50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +5p.0/-50.0 +50.0/-SO.0 +50.0/-50.0 CHARTS AWN DATE: ADE 08/04/14 ! NOTE: CWS-936 8 IF SIZE INTENDCD IS NOT SHOWN,USE NEXT LARGER SIZE. AL SHEET � 1:1 I 20F8 � i - WINDOW SYSTEMS 1900 SW 44TH AVE. Or-ALA,FLORIDA 34474 W W W.CWS.CC 650 PVC DOUBLE HUNG NON-IMPACT lD N O ' Iw- Q O O � Y Y w wY W w 0) 7/8'OVERALL 7/8'OVERALL 718'OVERALL 718'OVERALL U Z 1/8'ANNEALEDF-3116" LLm O 118"TEMPERED 3116'ANNEALED TEMPERED 0 SR'AIRSPACE 518'AIRSPACE 1/2-AIRSPACE 1/2'AIRSPACE $ Z> 118-ANNEALED ¢ 2 � 1/8'TEMPERED � 3I16'ANNEALED 3116'TEMPERED ¢ a a O w Cc SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR w a U IB PURFECT GLAZE"H" 46 PURFECT GLAZE'H' 18 PURFECT GLAZE"H" 48 PURFECT GLAZE C a w O Z 518-GLASS BITE —— 518'GLASS BITE — 518-GLASS BRE 518'GLASS SITE uugh q ENgF.••Q,y�i N. 58201 t A S -'O: * ••2 STATE OF 1V GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D I .y r 2/23/2016 LUCAS A.TURNER,P.E. FL PE 1f 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 MEET DESCRIPTION GLAZING DETAILS N ADE 08/04/14 REV., CWS-936 B SHEET 1:1 —3 OF.8 4 8 19 29 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC a 650 PVC DOUBLE HUNG NON-IMPACT 0 o2J a Qe ID N uW1 4 O O O �J to y SECTION VIEW B-B Z N r 1 1 1 G W w W 2 6 a0 d 2 Q O N 5 s W ' 9 m <Z I 1 z n a4rNORE W 4T p� 7 ' 2J23/2016 1 ❑ LUCAS A.TURNER,P.E. FL PE#58201 3 1239 ABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 I ET SC IPTION'. j SECTION VIEWS SECTION VIEW A-A UP TO 37'WIDE DWK*WjY_ ALTERNATE FIN FRAME ADE 08/04/14 i c mc; WS-936 B SHEET i 1:2 4OF8 r WIISi(fShY(!d(//EMS - �a2 4 8 1 1900 SW 44TH AVE. OCALA,FLORIDA 34474 n WWW.CWS.CC 8 e 650 PVC DOUBLE HUNG I o NON-IMPACT 4 o-- D lien n 1^ 4 4 f�111 1 0.71 G 1 233 I YS S[ SECTION VIEW D w LL 1 11 • � ¢ Q Q 1 ¢ aW d S 4 o w l 11 gW O N 1 9 Z 4� O 9 m Q Z 2 11 4 6 ,,g���,jc REW1TG,P�, JG •N. 58201•••y�-P STATE OF -t�WG 7 ?� 1 i .. 1 I ❑�� 1 2/23/2016 TURN LUCAS A.TURNER,P.E. 1a 3 I FL PEN 58201 1239 JABARA AVE. p� G7 NORTH PORT,FL 34288 0 0 PH.941-380.1574 0 i$11EET DESCRIPTION. SECTION VIEW C-C SECTION VIEWS OVER 37"WIDE ALTERNATE FIN FRAME 1ORAWN81 DATE: ADE 08/04/14 S. CWS-936 8 ISCALE. SHEET --- - -------- ----- 1:2 5 OF 8 PARTS_LIST FRAME CORNER ITEM PART#DESCRIPTION MATERIAL VENDOR 4118-- CONSTRUCTION (�/�lg1lplgln((L� 1 H-6121 HEAD,OUTERFRAME PVC ATN ------ --- WINDOW SYSTEMS 2 H-6122 IJAMBS,OUTERFRAME PVC ATN 3 H-6123 SILL,OUTERFRAME PVC ATN OCA ALDA 34aTa 4 H-6130 TOP RAIL,UPPER SASH PVC ATN u O WOW, 44TH AVE. . .CC 5 H-6131 BOTTOM RAL,UPPER SASH PVC ATN ° z 6 W6132 SASH SIDE RAL,UPPER SASH PVC ATN b 1 7 H-6133 BOTTOM RAL,LOWER SASH PVC ATN 41 116' 41/9_ 650 PVC 8 H-6134 SASH SIDE RAL,LOWER SASH PVC ATN - ,n6• p� CORNER WELD 9 W6135 TOP RAIL,LOWER SASH PVC ATc (ALL SIDES) DOUBLE HUNG N 10 P-3028 SETTING BLOCK - ' RUBBER FRANK LOWE ° NON-IMPACT 11 P-3515 #8 x 518 PHIL FLAT WHITE SMS STEEL FASTENAL Q 12 P-4146 #8 X 3/4 PHIL FLAT TEK. STEEL FASTENAL 1D v 13 P-4779 WEEP COVER NYLON M&M - c^FW- 14 P-5085 IWSTP,.355 X333BULB VINYL AMESBURY PVC FRAME HEAD PVC FRAME JAMB a < 15 P-5086 WSTP,.300 X 187BULB VINYL AMESBURY H-6121 H-6122 0 0 0 16 P-3783 LOCKS INTERLOCK be x 43116 17 P-3784 KEEPERS INTERLOCK W W m ' 18 P-5424 WSTP.,.500 X 1.5•ADHESIVE BACK STRIP ULTRAFAB U Z 19 P-5392 SASH TILT LATCH NYLON CALDWELL To O 20 P-5393 PIVOT CARRIER NYLON CALDWELL °A 21 P-5396 PIVOT BAR SS CALDWELL 3 �+ Z Lu r---z ve• t Tn6• Q Q¢, 22 P-5412 JAMB JACK STEEL MERCHANTS 4 - p a24 P-3305 WSTP-,.270 X 187 ULTRAFAB 6 I INTERLOCK25 S-2001 3ne- p t 7116' 1/16• 26 S-2002 REINF, RAL,UPPER SASH,UPTO 3T' ALUM ASCEND o JW 27 S-2003 REINF,BOT RAIL,UPPER SASH ALUM ASCEND 28 S-2004 REINF,TOP RAIL,LOWER SASH,UP TO 37' ALUM ASCEND ° m a O 29 S-2005 REINF,TOP RAIL,LOWER SASH,&SIDE RAIL LOWER SAS ALUM ASCEND PVC TOP RAIL UPPER PVC BOT RAIL UPPER Z REINF,SASH SIDE IL,UPPER ALUM ASCEND 31 S-2010 REINF,BOTTOM RAIL,OWER SASH H ALUM ASCEND PVC FRAME SILL H-6130 H-6131 I , , ......s�TG,p� 32 S-2027 REINF,TOP RAIL,UPPER SASH,UPTO 37• ALUM ASCEND `' ov 33 S-6141 GLAZING BEAD PVC ATN H-6123 ! �� 58201 •.t�Py 34 S-6142 SASH STOP * } 7 t 35 BALANCERS-CONSTANT FORCE RT CALDWELL �^ 36 HOTMELT SILICONE TRUSEAL 1 "1 �'PS STATE OF :�W h--z1 F--��rz' 111/16' 37 GLASS SEE SHEET 200X 17n6•—I � 6 y O'PFs'�40R1Q�pN 38 P-5425 WSTP,.200 X5/6 X516 DUST PLUG LA SCREEN 1 7 1 39 P-3218 SCREEN FRAME ALUM FLA SCREEN 6 ,�44s��NA„Ea��4 40 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 1 7/16' 1 15116' 11116' 115/16- 1/16 1 41 P-3228 SCREEN SPLINE DAPA I vt6' I 1 16 vt6 42 P-3029 SCREEN LIFTS SUMMIT J— L ' 43 P-3033 SCREEN SPRINGS FLA SCREEN PVC SSR UPPER 2/23/2016 H-6132 PVC BTM RAIL LOWER PVC SSR LOWER PVC TOP RAIL LOWER LUCAS A.TURNER,P.E. H-6133 H-6134 H-6135 i FL PE 11158201 1239 JABARA AVE. NORTH PORT,FL 34288 1 916' 13116'�{ 1 5/16' rt 3118' PH.941-380.1574 ys' 1 3/16'-+ F'7 916'�1 I r I I I I 1 3116-j r r6HEET D S RIPTION: i3/tf 6' 41 6 6 9/6' 1 11/6' 1 1/1 9/6 15116'rDT9'6' j © t BOM AND EXTRUSIONS `.063' 1— = INTERLOCK .o6z• .093 AWN Y A I REINFORCEMENT REINFORCEMENT S-2001 S-2002 S-2003 REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT ADE 08/04/14 S-2004 S-2005 S-2006 S-2010 S-2027 OWG 0: CWS-936 B LINE ITEMS NOT USED:.. NOTE:ALL CXT^L'SIONC ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. SHEET ' 1 1.2 6OF8 ANCHOR®MIDPOINT 6-MAX(TYP.) 4-MAX(TVP.)--yl I�---.}8"MAX.(rvP.) 1900 SW 44TH AVE. 6-MAX.(TYP.) SEE NOTE 2 4'MAX(TVP.) I I r--SEE NOTE a OCALA,FLORIDA 34474 W W W.CWS.CC 650 PVC DOUBLEHUNG X W MAX(TVP.) NON-IMPACT 111a 1 X MAX O.C. m to (TYP.) o n F �( --INSTALLATION y THROUGH FRAME o o G - ANCHORS(TVP.) T ANCHORS REQUIRED J ON WINDOW WIDTHS W W m OVER 37' ca 3-(TYP) 3'(TVP) Z 3'(TVP.)—. 3.(TYP.) � 0 x Y � X & Z W - INSTALLATION w Q ANCHORS(TYP.) w a F o a c R Ir w < N W — go m< Z ... ANMo SILL ANCHORS REWIRED] ) NOTE ANCR TH OF FOR ME ANCHORS @ M(TG RAIL pg•``F`,4yOREW Togo Kir �vf No 58201 •'�P% � 9= STATE OF ;W� NOTES: g.0. •��,� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. !���8•`O R^0•.�0����` 2.SHIM AS REO 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. I 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 8. 2/232018 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PEA 58201 1239 JABARA AVE. S.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 B. 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-1 X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. NOTES AWN V: A 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 08/04/14 TE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 4_ 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-936 B FMA/AAMA 100(FIN WINDOWS)..FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS).FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET L 1:20 7OF8 I i MIN.EMBEDMENT SUBSTRATE TYPICAL HEAD ANCHORAGE SEE TABLE 1 BV OTHERS WINDOW SYSTEMS 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4-MAX SHIM--j f— WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. - SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR— 650 PVC BY INSTALLER SEE TABLE DOUBLE HUNG INSIDE AND OUT -- - MIN.EMBEDMENT NON-IMPACT SEALANT BEHIND CI� - SEE TABLE 1 FLANGE BY INSTALLER J � m m Qea PERIMETER SEALANT F PERIMETER SEALANT n O-- IN INSTALLER o BY INSTALLER Ls NSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Y Y INSTALLATION ANCHOR- --- --_ __ SEALANT BEHIND SEE TABLE 1 W W m SEE TABLET FLANGE BY INSTALLER SEALANT BEHIND (1) FIN BY INSTALLER Um O 8 HORIZONTAL SECTION C HORIZONTAL SECTION LL 6 TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAY �GE HEAD AND SILL SIMILAR FOR IN INSTALLATION ¢ 20 W ir AARO INUOUS DBL 1/4'BEAD OF SEALANT ND PERIMETER ALL INDICATED NOTE:AD ONAL THRU-FRAME ANCHORS If a S BETWEEN FRAME AND SUBSTRATE (AS SHOWN IN DET.Bf/)REO'D AT MTG RAIL po rc BySTALLER FOR UNIT WIDTHS OVER 37',SEE SHEET 7 0 0 ANCHOR LAYOUT z_ 1/4'MAX.SHIMHIND FLANGE BYEINSTALLEPERIMETER SEALANTBYINSTALLER Nu 58201INSIDE ANDCUT SUBSTRATE BY OTHER %'�� �a SEE TABLE 1 '9 STATE OF VERTICAL SECTION TYPICAL SILL ANCHORAGE NO SILL ANCHORS REOUIRED fff)flflfflN` i zz 2/23/2016 TABLE I:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE N 58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116*fTW TAPCON 1' 1-1/8' 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROULFILLED CMU(117 PCF MN.) 3/16'fTW TAPCON 1' 2' BY INSTALLER PH.941-380-1574 FLANGE CONCRETE 2.85 KSI MN.) 3/16'ELCO ULTRACON 1' 1. INSIDE AND OUT ��^� ( BOX FRAME INSTALLATION KIN ET SCflIPTION: FLANGE GROUT-FILLED CMU(ASTM G90) 3/16'ELCO ULTAACON 1.1/P 2-112' 6 BOX FRAME INSTALIATKJN FLANGE 2X MN.SOUTHERN PINE(G-0.55) VI 6"ITW TAPCON I{)IB' 7/8, SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G.0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, AWN Y: DATE— t6 GAl1GE(0.060')MIN.STEEL STUD x10-16 HILTI KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: i ADE 08/04/14 FLANGE (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16' 0 f.. .. V8'ALUM. 6063-TS MN. OR M10 GRADE 5 SELF-TAPPING I FULL THREAD -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED ( 1 INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-936 B F E 1/8'STEEL(33 KSI MN.) R L THRU 0.1 7f 16' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET FN 2X MN.SOUTHERN PINE(G-0.55) 010 WOOD SCREW 1-1/ 1/2' SHOWN FOR FLANGE WINDOWS. i 1:2 8 OF 8