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� Florida Building Code Online Page 1 of 2 z £ i,C; a BCIS Home ,Long In ; User Registration Hot Topics 'Submit Surcharge `Stats&Facts s Publications FBC Staff BCIS Site Map Links `Search Bushes Profess�ona �i¢;!Product Approval (' z USER:Public User Reg tl laidoi p„j •:::.:...•,+. '::,.•,: Prrci.,rt,er�.rr.•li_3!5r,_Searh>i5r..,;ir_aiion L_>Application Detail r FL# FL17791-R}1 Application Type Revision Code Version '20;14 j 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 C-ustom Wind-,LW Sysferns-41n. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc CategoryindI Now"s— Subcategory Single Hung Y, 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/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 11/19/2015 Florida Building Code Online Page 2 of 2�' y� Product Approval Method Method 1 Option A Date Submitted 10/08/2015 Date Validated .10/13/2015 Date Pending FBC Approval Date Approved 10/18/2015 ....... .._.............._............................................ .............._... . .................._............................. _.._............._ .......... Summary of Products FL -- IlModel,Number or Name Dies criotlon �-- 1ZZ;91 1 SH—X61 O ImpeetUlnyl Single: fFa-5?DOW177-hgle_ �pa_Ctl_%.r.1 Limits of Use �• Certification Agency Certificate Approved for use in HVHZ: No .. i_:(.7 1. R?. C: Cfi. : CAR 1.38-1.356.rc"ir Approved for use outside HVHZ:'Yes Fi_:i7791. R'. C CAC CAR 133-56'.1 Dd.f Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 07/22/2019 Other: Max.size 53.125"x 76". WIND ZONE 3.Glass Installation Instructions complies to ASTM E3300-04. FL17791 R1 II. CWS-1063A(SH-6100. EO).pdf, Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17791 R1 AE EvalPnp QWS-1.068A iSH-61.00 ��c�7 Dvf Created by Independent Third Party:Yes Cw[��fi fve#t' I Contact Us::194D North Monroe Street,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:, �kC�.Uf'11t'bT FCl'I>iC:� b§�'�",(��its http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs`/D2bbt23mL8... 11/19/2015 .................. ................ ...... ............. ............ . ..... GENERAL NOTES: Q6199(olm. . SINGLE HUNG - LARGE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN 19 DESIGNED AND MANUFACTURED WINDC%y Z,;STEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA.FLORIDA 34474 WWW.CWS.Cc THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY 54 3.1N HURRICANE ZONE(HVHZ) R IN ASTME 1996 WIND ZONE 4 AREAS. 6100 PVC FLANGE 2.GLAZING OPTIONS:(SEE SHEET 2) SINGLE HUNG 53118" 3.CONFIGURATIONS:"OIX". IMPACT MAX UNITWIDTH 49 1116" 4.DESIGN PRESSURE RATING: GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1 300-04. A POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 215� 5.ANCHORAGE:THE 33 V31%STRESS INCREASE HAS NOT BEEN USED wica IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd.1,6 WAS USED FOR z 0 WOOD ANCHOR CALCULATIONS. Uj (n > — 771A" FLANGE B 0 GLASS DLO. 13 16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE w HEIGHT I NOT REQUIRED, I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM > (.5 SEALANT USED AT FIXED MEETING RAIL AND JAMB. 0 7 B.SERIES I MODEL DESIGNATION SH-61 00. MAX U", T <!C) 121 HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X-OPERABLE SASH,0=FIXED SASH ?6'p�11 37 1,14" 1 x 34 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR MAX 'LASS DLO LOCATION. SASH 56209 HEIGHT11.EXTERNAL WEEP SLOT=114 x 1-112'LOCATED 6*FROM BOTH ENDS. t I y L F� L 0 Lucas A. A Turner 2015-08-27 [HD al 47 7� 11:26-04:00 'L, 17 GLASS t 0 9, 4915:'16" 83/2712015 1 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE;158201 R j 1239 JABARA AVE. [N:0RTHPORT,FL 34288 PH,941-380-1574 SHEET_T HEET DESCWTION: GENERAL NOTES AND ELEVATIONS DRAWN_RY. 5A_T_C_ TABLE OF CONTENTS MAX. UNIT DESIGN PRESSURE EIVIK 05/26/15 GENERAL NOTES&ELEVATIONS.....1 SIZE RATING IMPACT RATING SECTION VIEWS&GLAZING_ I EXTRUSIONS CWS-1068 A ANCHOR SCHEDULE&NOTES..........4 53-1/8"x 76" 50 PSF LARGE MISSILE IMPACT <CAUC. --Si4E&-- INSTALLATION DETAIL....... 5 1:20 1 OF 1 ..............__........__...__.;.._..-.........._.._,_..__".___.._.._ _........__........_..._._.«- _-.....___._.-_._.__._.....-._..-...-...._._....__.,............-_..-_........_..._..--.-_........-._.... ................. -._-._.............__....-._............................_-....-...._.._......._.._..........__.............. _-_._......«.........._..._...........__......----_..._........_............................_...._....._..........__.................._......_..._..._--_..._.__.»..__.»........._......_..../_�}..._--....-._.._..----`..-. INTERIOR ll_s(�f y-w zll'I1• t�gltti':v�.0 w 35'€E�iS ° 1900 SW 44TH AVE. �i 4r 14�(27{g(q ;131(,27 OCALA.FLORIDA 34474 j ( WWW.CWS.CC O El ` 8100 PVC SINGLE HUNG IMPACT A) SECTION B-B ul t° NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, u O RIGHT SIDE SHOWS SASH SECTION VIEW. 1 z 0 a w T1 (NTERIOR I a ....__.__..718"OVERALL vv11viluif"ll ❑ 7-') _ ..... _..._-------118'ANNEALED Jt,�F"... T O r 7716'AIRSPACE � l -,f� t~aa 582ii1 —5116-LAMINATED r------1;8-ANNEALED 411 –; —090'DUPONT PtB INTERLAYER ..1�y41 f 18"ANNEALED � I _� ��+trrfilAi+vvtvtt /31 31 SIKAFLEX552OR ❑ PURFECT GLAZE'H" f 2r�) ( + 8127/2015 -(3)2LUCAFL PE t 58201R,P.E. t s { 1239 JABARA AVE. �11 Y8'GLASS BITE NORTH PORT,FL 34288 �37i L / ❑ PH.94S-384-1574 l ___......... .___C SHEET DESCRIPTION' SECTION VIEWS AND 0 0 GLAZING DETAIL DRAWN 6Y; DATE: SECTION A-A EMK 05/26/15 UWG K: REV.: ALTERNATE FIN FRAME GLASS TYPE A CWS-1068 A _ SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 1:2 2 OF 5 r "i i` ITEM PART DESCRIPTION MATERIAL VENDOR FRAME CORNER CONSTRUCTION I H-6125 HEAD OUTERFRAME PVC ATN 3 112" 2 H-6121 JAMBS,OUTERFRAME PVC ATN 3 711 • VVfNL1':1%,V ZYSTEMS 3 Hm6126 SILL,OUTERFRAME PVC ATN 1900 SW 44TH AVE. 4 Hm6132 SASH SIDE RAIL PVC ATN OCALA.FLORIDA 34474 5 Hm6136 SASH BOTTOM RAIL PVC ATN WWW.CWS.CC 6 H-6137 FIXED MEETING RAIL PVC ATN 7 IH-6138 SASH TOP RAIL PVC ATN CORNER WELD(ALL SIDES) 8 S-6141 GLAZING BEAD PVC ATN 39!16" 37 1 18"" 18 6100 PVC 9 S-6142 SASH STOP PVC ATN I SINGLE HUNG 10 S-6143 SCREEN ADAPTOR PVC ATN — I IMPACT 11 P-5085 WSTP,CILON BULB.VINYL AMESBURY 12 PmS471 WSTP,CILON BULB VI NYL AMESBURY ------- 113 BALANCERS-CONSTANT FORCE RT CALDWELL 14 P-5392 SASH TILT LATCH NYLON CALDWELL PVC FRAME HEAD&JAMB PVC FRAME SILL H-6125 H-6126 < 16 P-5396 PIVOT BAR Ss CALDWELL .10 .......... ....... 17 P-3515#8 X 5/8 PHIL FLAT WHITE SMS STEEL FASTENAL IS P-4146#8 X 3/4 PHIL FLAT tek STEEL FASTENAL FIXED MEETING RAIL w 516t— 100 I �i�- Bfi 6- 1 3/,8- 3/4'-r-.1--i — — - I RUBBER FRANK LOWE SCREWED TOGETHER WITH 19 Pm3028 SETTING BLOCK U) 20 S-2001 INTERLOCK RAIL ALUM ASCEND B 7, -, OUTERFRAME z 1 1:8 0 21 S-2006 REINF,SASH SIDE RAIL HD ALUM ASCEND z 1-074- 22 S-2007 REINF,BOTTOM RAIL ALUM ASCEND w LS REINF,FMR ALUM ASCEND PVC GLAZING BEAD cc :k > 23 S-200 PVC SASH STOP PVC SCREEN ADAPTOR 1-: 0 LU 24 5-2009_REINF,TOP RAIL ALUM ASCEND S-6141 S-6138 5-6143 w i= cc 26 P-3783 IMPACTLOCKS NYLON LAWRENCE w EE 27 P-3784 IMPACT KEEPERS NYLON LAWRENCE 17116— Ili/161 0 —2 V8, Lu 28 P-5420 WEEP COVER NYLON M&M 1 7116' 31 1 1HOTMELT SILICONE TRU5EAL Ec 32 1 P-3305 IWSTP...270 X 187,SOFTTOUCH FIN I ULTRAFAB 51t 1 WI 6* 1 7/1 S" 1718* 17;16- fill 33 1 P-54251WSTP,,200 X 5/8"X 5/8"DUST PLUG I ULTRAFAB 1/16" 1116' 34 1 P-5421 HOLE PLUG NYLON 1 3 , 35 1 GLASS ISEESHEET2 ITEM M Z 'M 3 AVE-4 '447 S 3 [�4 36 P-4638#8 X 2-1/2 PHIL TRUSS tek STEEL FASTENALPVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL -zj 37 P-3218 SCREEN FRAME ALUM FLA SCREEN 1-1-6132 H-6136 H-6137 H-6138 No 582 38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN I 39 P-3228 SCREEN SPU NE DAPA CC X SUMMIT �p STAT 40 Pm3029 SCREEN UFTS 41 P-3033 SCREEN SPRINGS FLA SCMEN 1 9'16. Q3 9/16 jjj:��-04 testi ..0 LINE ITEMS NOT USED: 15,25,29-30 tttb" "I G. —1/16, trill REINF.STNI RAILS-2007 REINF.FMR S-2008 REINF.TOP RAILS-2009 8/27/2015 3,4' 13116"- LUCAS A.TURNER,P�E. FL PE#58201 J 1239'JABARA AVE. � 8 NORTH ORT,LUCAS A. 34288 PH.941-380-1574 INTERLOCK-S-2001 REINF.SSR HD8-2006 HEFT DESCRIPT ON: BOM AND EXTRUSIONS DWAWN—BY UA—TE: EMK 05126/15 CWS-1068 A SHEET NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED, 1:2 30F5 ZYSTEWIls --1 ANCHOR@ MIDPOINT 1900 SW 44TH AVE. OCALA,FLORIDA 34474 6-MAX.(TYP.) 4-MAX(TYP.)- 8-MAX.O.C.(TYP.) www.CWS.CC 6-MAX.(TYP.)- SEE NOTE 2 4-MAX.(TYP.) SEE NOTE 2 6100 PVC SINGLE HUNG. J IMPACT MAX.O.C. 14" (TYP.) MAX.O.C. (TYP.) ............. MTG RAIL MTG RAIL Y2 y: Lu Co 4"(TYP.) 4'THRU FRAME 0) T' z INSTALLATION u: LD Z W ANCHORS(TYR) INSTALLATION ANCHORS(TYP.) ¢i > C) LLJ w w 0 LLI ANCHOR LAYOUT-(FLANGE) fA1'NGHQR,L-AYGUTIFIN)' A (NO SILL ANCHORS REQUIRED) NOTEITHRUIFRAMENCHOR21,J < 0 z 10, j zm 31"k I L; F NOTES: 0 R 1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. trill 01 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 1116"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 EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 8/27/2015 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.FLPE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JA AVE. FL 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,PH.941-380-134288 574 SPECIFIED IN TABLE 1.SHEET 5. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. NOTES INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN-BY DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9116'FOR MASONRY.I'FOR WOOD AND METAL, EIVIK 05/26!15 8.WOOD OR MASONRY OPENINGS,SUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1068 A 4 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION 5HALL BE DONE BY OTHERS FOLLpWING THE CURRENT VERSION OF HE REFERENCE DOCUMENTS: 1:25 4 OF 5 ............ ........... ...... MIN.EMBEDMENT SUBSTRATE SEE TABLE I BY OTHERS TYPICAL HEAD ANCHORAGE SEE TABLE I VVINUVY4 5114TEMS MIN.EDGE DIST. 114' SHIN1 MIN.EDGEDIST. SUBSTRATE SEE TABLE I I BY OTHERS 1900 SIN 44TH 1 SEE TABLE 1 OCALA, 34474 SEE TABLE 1 1/4"MAX.SHM,_ www.CWS.cC SUBSTRATE BY OTHERS MIN.EDGE DIST, SEE TABLE i MIN.EMBEDMENTI SEE TAB I LE 1 6100 PVC INSTALLATION BY INSTALLER SEE TABLE i -SINGLE HUNG PERIMETER SEALANT SEE TABLE I ON ANCHOR INSIDE AND OUT MIN.EMBEDMENT SEALANT 13EHIND SEE TABLE I IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM -j-,- -- r--— OC ALA, WW' LU A WSW -c w 6 SIN 4 4 FLORIDA0 T S 7 F R' L .Cc 1 00 -SINGLE IMP11 AVE.A "A VE P4 'S 47 VC 4 HUNG PERIMETER SEALANT ii5 F1 PERIMETER SEALANT BY INSTALLER 010 BY INSTALLER INSIDE AND OUT y i MAX.CINSIDEANDOUT INSTALLATION ANCHOR :E 15-: SEE TABLE I w m SEALANT BEHIND SEALANT BEHIND FLANGE BY INSTALLER FIN BY INSTALLER z ORIZO—NTI��L 5 INSTALLATION ANCHOR ION, u: 0 ET L SEE TABLE I HORIZONTAL SECTION 0 > A, INrANll GE PI4ARFffi ORALE- 4 P' Ty T , NI� 5 TYPICAL JAMB ANCHORAGE (k_t;lA_EA6 'SIL,'I INI kSjMjCAIlEOR:F NSTALLATION 01c IT CONTINUOUS DBL 1/4'BEAD OF SEALANT NOTE:ADIDTIONAL THRU-FRAME ANCHORS tu 0 AROUND PERIMETER @ ALL INDICATED Fc POINTS BETWEEN FRAME AND SUBSTRATE (AS SHOWN IN DET.B15)REO'D AT MTG RAIL. w > BY INSTALLER SEE SHEET 4 ANCHOR LAYOUT. 0 2 uj 0) <Iuzi 1/4"MAX,SHIM SEALANT BEHIND FLANGE BY INSTALLERaaaa ORE", Orr P:A...... 7 PERIMETER SEALANT No 5$201 BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERSz SEE TABLE I STATE F; VERTICAL SECTION TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED 8/27/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16,ITW TAPCON_ PERIMETER SEALANT 1239 JABARA AVE, NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW 1. 2" INSTALLER INSIDE AND OUT PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" HORIZONTAL SECTION _§K_rET_nEscarp—TION FLANGE GROUT-FILLED CMU(ASTM C-90) 31i6"ELCO ULTRACON 1-314" 2-112" Box FRAME INSTALLATION FLANGE 2XNIIN.SOUTHERN PINE(G=0.65) 3/16"RW TAPCON 1-3!8" 7ill" SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN,SOUTHERN P114E(G-0.55) #10 WOOD SCREW 1-3/8" 7!8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, UR—AWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7!16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EIVIK 05/26/15 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' •MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED VW61'ACV-= 1/8"ALUM.(6063-75 I-AIN.)OR #10 GRADE 5 SELF-TAPPING i FULL THREAD 7116' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1068 FLANGE EEL(33 K DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS F . VBT"S WA[t'_ __.- JE 1:2 SHOWN FOR FLANGE WINDOWS. SHEET ' Florida Building Code Online Pagel of 3 RK 7P a y -�i x � gds"^ ¢ � � ,..�„ �/ 3 �' si �� �' � � 1 � �✓ � X" iy 7 .A �1 1 t j� BCIS Home Log In user Registration ;Hot Topics Submit Surcharge Stats&Facts ;Publications `FBC Staff BCIS Site Map i Unks Search BusinesA--, Professional t= _ Product Approval I=, i� USER:Public User >Iry^:-uC nr__a Iic?�ic+r:Sarcii>n 'r Lti.n Ust->Application Detail 772 FL# FL17794< t _ Application Type New Code Version M 20=-1 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 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fixed 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/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paran-i=wGEVXQwtDgs%2bbt23mL8... 12/10/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/10/2015 Date Validated 06/11/2015 Date Pending FBC Approval Date Approved 06/16/2015 _..................................................._... ......................................_._.........----...._.._..._._..............._..._........_........._._........_........................._._.-_......_._.................__...._................_.................._.........................__..........................._.................... , :Summary of Products FLa# Model,Number or Name Description 17794.1 PW-6150 Impact Vinyl -ct6re`4 PW-6150 Vinyl Fixed Window,Impact Windo Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1-117"`94 RO C CAC -.Al':13R Approved for use outside HVHZ:Yes FI_:[7794 RD CAC CAS:i3 1 25.Ds Impact Resistant:Yes FL17794 RD C CAC Design Pressure: +50/-50 FL17794 RO C: CAC_UF_?._!38-1-74 Other:See Installation detail for max.sizes and glass 1'L]3794_IRu C,CAC C;F,i;t;! r<.:e;._x df details.WIND ZONE 3. Glass complies to ASTM E1300- F.11.2.794 x.794 PO C LAC CAR 04. ;:L1.7794 RO Cl CAC CAR 1.38-5v9,orif LI7794 RO C CAC CAR13S-550.Ddf Quality Assurance Contract Expiration Date 11/06/2018 Installation Instructions FL1.7794 RO 11 QNS-1_073(P'4'v-5150)_pr_F Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports _L:1_7794 RD AE EvalRe:,:,CL CZ-1.173 f i>'-6:L5 Created by Independent Third Party:Yes 17794.2 PW-6550 Impact Vinyl PicturePW-6550 Vinyl Fixed Window,Impact Window - Limits of Use Certification Agency Certificate Approved for use in.HVHZ: No =L17794 RO C CAC CAR .38-1324.1-id*' Approved for use outside HVHZ:Yes FL17794 R0 C C. C +__ i3B_1.32.G, Impact Resistant:Yes 1'.L17794 RO_C: IAC ..ASZ 1.34-1.343.c};;F -....._-._...........�__. — ..._......._.._...._..-_--._._.. ._.._. Design Pressure: +50/-50 -1.17794 RO C" CAC CAR'1.311-1<n.n pdf Other: See installation detail for max.sizes and glass FL17794 P.0 C CAC CAR 138-542.Ddi details. WIND ZONE 3. Glass complies to ASTM E1300- x!_17794 PO C CSC CL;R3S-:•4=C[ 04. F_L_1,77C14 PO C CAC C:r;'_3s_555.E ci Fl.1.7794 RO C CAC CAR 11.38-557.cdf Quality Assurance Contract Expiration Date 11/06/2018 Installation Instructions cL17794 RD II CWS-1074 fPW-6550i.od Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL1.7794 RO AE EvalReo CLV'!a-1074 a i-6550M_.Fdi Created by Independent Third Party:Yes bin cf< h2ext ContactUs::1940 North Monroe Street.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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgsD/`2bbt23mL 8... 12/10/2015 _ _ GENERAL NOTES: ����®m� P1LCTllJ�R E U,1/�I N��,�;11 .�CAR.GIE MI�SSd.LE 11S11!PAGT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVINDl xW 5YST M$ TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE. EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND 1900 S E. 69 114•FLANGE WIDTH 49 114•FLANGE WIDTI I ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALWWW.FLORIDAFLORC34474 68'MAX UNIT WIDTH 48'MAX UNIT WIDTH THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ----- 63 15.16"GLASS DLO 43 15!16'GLASS DLO — ZONE(HVHZI OR IN ASTM E 1996 WIND ZONE 4 AREAS. 6150 PVC 2.GLAZING OPTIONS:(SEE SHEET 3) 7�------..__....-- ---------- — r— -------- PICTURE WINDOW B I I 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE IMPACT I NOT LIMITED TO,TfiOSE SHOWN ON SHEET 2. I i7 1!4' 77 14" FLANGE I I 4.DESIGN PRESSURE RATING: HEIGHT FLANGE I I C HEIGHT I I -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND I 7 I GLASS TABLES ASTM E-1300-04. H HD -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER p I76" MI INFILTRATION TEST PRESSURE AND GLASS TABLES 76` AX ASTM E-1300.04.MAXIT } UNIT I O I FIE CHT I O 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED ) rn to IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR —i i I z DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 ANCHOR CALCULATIONS. Ln 7115116` I 7115116"I I iZ > GLASS I GLASS I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE cr DLO I I DLO I I NOT REQUIRED. a I 7.ALL FRAMES FULLY WELDED. U to 1 —————— 8.SERIES;MODEL DESIGNATION PW-6150. _ —jo1 37 1/4•FLANGE WIDTH9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I 0 36"MAX UNIT WIDTH I - ---97 114'FLANGE WIDTH----...---- 0=FIXED SASH `111111 lIlf/J/J 31 15116"GLASS DLO--� i---_—.-------........_96'MAX UNIT WIDTH--................._........................ ,,%' *tOREt4� fJi� 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �%`c.�'.......•• 7(ir 91 15116'GLASS DLO--__..._...__._..._-..._ LOCATION. `VP; S t `n A ?-r;' No 58201 771/4" Lucas A.Turner a• I I ss va" I 2015-06-08 �9-, srATE OF r u FLANGE FLANGE HEIGHT I HEIGHT I I I 19:33-04:00 %�T'•.�r �k`� I I .ices . ?R MAX B I O I B �''-Ii;,UNA��Eo. 76' I O I UNITMAX I I UNIT I HEIGHT I �� HEIGHT I I F 49 15/16' I I _ __— 6/8/2015 PLASS I F I LUCAS A.TURNER,P.E. 71 15116' I I FL PE#58201 DLO -------.-..-. ----------------- NORT9JABAR AVE. 8 H PORT, L I A PH.941-380-1574 Jam_ SHEET DESCRIP"fIOIJ: GENERAL NOTES AND TABLE OF CONTENTS MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 X 6 nllnwN 0v: on'rE: GLAZING DETAILSCHITECTURAL SHAPESiiiiiiiiiiiiiiiii3 48„X 76„ EMI< 05/26!15 SECTION VIEWS&ALT.FRAME........4 +/—50 PSF LARGE MISSILE IMPACT nwc n: REV.: BOM&EXTRUSIONS...........................5 68 X 76 CWS-1073 - —.._.._.._._......._._.._........._._._......._._. ANCHOR SCHEDULE&NOTES..........6 96"x 54" SOALE SHEET INSTALLATION DETAILS.....................? 1:25 1 OF7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 6150 PVC PICTURE WINDOW IMPACT it FULL ELLIPSE(OVAL) F Q 0 I m FULL CIRCLE I, I �.- z TOMBSTONE TRAPEZOID 0 O w I= v cr Lu IpLu 10REw 1f2CIRCLE 0: v.. OCTAGON NQ 53201 9^. - AlTE OF tL' NOTES: 1.SEE SHEET G FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. O 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. THRU FIN-WOOD OPENING. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 6/$/2015 RECTANGULAR WINDOWS ON SHEET 1. -------------------- 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,RE. FLPE 01 MUST FOLLOW THE LAYOUTS SHOWN ON SHEET G,WITH ANCHOR #R SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 123399 JABARA AVE.A NORTH PORT,FL 34288 PH.9,11-380.1574 SHEET DESCRIPTION: ARCHITECTURAL 1/4 CIRCLE TRIANGLE SHAPES [1RAV�N[i Y: DATE: EMK 05/26/15 DWG": REV.: CWS-1073 - cALE: SHEET 1:i 20F7 -------- .--319"OVERALL LED ...... -718"OVERALL 3 Ux 76SIZE GLASS S T �N11S44!/UUCY• __....___... - MAX6 LASS TYPE ._ .._."..._......,._ ._..3116"ANNEALED A `<4310::1*F SVaT°yims —3:8"AIRSPACE —NE AIRSPACE 48"x 76" B 1800 SW 44TH AVE. OCALA.FLORIDA 34474 --5116"LAMINATED -» --•5L16"LAMINATED 6$°x76' t WWW.CWS.CC 96"x 54" D ---- I IS' _ _.t18'ANNEALED - 1/8"ANNEALED —•.090 DUPONT PVB INTERLAYER105 DUPONT PV8 INTERLAYER 6150 PVC ANNEALED - --1t8'ANNEALED PICTURE MIINDOW SIKAFLEX 552 ORI (9l SIKAFLEX 552 OR IMPACT PURFECT GLAZE*H' PURFECT GLAZE"H" S BITE � I � 5'e"GLASS BITE i p ❑ ❑❑❑❑❑ ❑ j i-0 ❑ °Ia GLASS TYPE A Q GLASS TYPE B j o x 0 0 IT— E __ . —71e'OVERALL ----'—..718"OVERALL ",%`011114.Etg7f�r4��,, ANNEALED _.. _.__.__-___.._.---3116"ANNEALED -J p. S -—3/8"AIRSPACE --114"AIRSPACE -,Jr�" No 5$201 •••+ 5 -5116'LAMINATED 7/16`LAMINATED tJ8`ANNEALED ---�---3,16"ANNEALED " �zr:' 9�. S1'A1'E OF :�u1: —.090 SENTRY GLASS IONOPLAST INTERLAYER 090 SENTRY GLASS TONOPLAST INTERLAYER US"ANNEALED —3176"ANNEALED iii��ONA�,��t``� (q) SIKAFLEX552OR V (9) SIKAFLEX 552 OR y T PURFECT GLAZE'H' r' PURFECT GLAZE"H" L• j J ^_6181URN r, I C518- LUCAS A.TURNER,P.E. 5J8^GLASS BITE IBITE FL PE#58201 1239 PE#58 AVE. .. ❑ PH.941-3$0-1574 SHEET UESCRIPTKIN: ❑❑❑ GLAZING DETAILS URASNN 8Y: UA'1'"L-�:�—y»w EMIL 05/26!15 UNIG G: 0 CWS-1073 O GLASS TYPED s"c'ALE:"_..__....._.........___..._......-_.............. 0 GLASS TYPE C SHEET 1:1 3 OF 7 INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 89 wwMCws.CC 50 PVC IFJ PICTURE WINDOW ❑ IMPACT po�00❑ F-1 FIF� ❑ z C 0 > 0 Lu F- cr SECTION VIEW B Na 58201 co STATC OF Eln-❑ I 1114�111 ONA�-S'*�"N 6/812015 LUCAS A.TURNER,P.E. FL PE 9 58201 El 0 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET OESCRIP 11014: SECTION VIEW A-A SECTION VIEWS I!W Ifl-10-7aNWESM EMK 05/26,115 W owc,0: RFv` CWS-1073 - SHEET 1:1.33 4 OF 7 ITEM PART# DESCRIPTION VENDOR I I MATERIAL FRAME CORNER 1 H-6128FLG MAIN FRAME,FLANGE,HEAD ATN PVC CONSTRUCTION nawanjo 2 H-6128FLG MAIN FRAME,FLANGE,SILL ATN PVC WEN00W SYST"Rrl$ j 3 H-6128FLG MAIN FRAME,FLANGE,L.JAMB ATN PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 4 H-6128FLG MAIN FRAME,FLANGE,R.JAMB ATN PVC WWW.C%AJS.CG 5 GLASS SEESHEET3- 7 5-6141 GLAZING BEAD ATN PVC 6150 PVC 8 S-6144 FRAME FILLER ATN PVC CORNER WELD 9 PURFECr GLAZE"H",SIKAFLEX 552 HENKEL/Sl (ALL SIDES) PICTURE WINDOWl A IMPACT 10 P-3352 SET.BLK.,85 DUR.,1/81'x 5/8"x 2"Lg. 11 H-6128FIN MAIN FRAME,FIN,PVC ATN PVC 3 7116" < z 0 Z III 211116 5D 1 6- LJ 1 CC -1116* Ul(n ul 4i 0 PVC GLAZING BEAD 0 PVC FRAME FLANGE S-6141 H-6128FLG .......... L �j Z--4 N. 52201 S 3 7/16...... ....... • STATE OF .,top LUCAS A.TURNER,P.E. --1/16, FL PE#58201 PVC TRIM 1239 JABARA AVE. 39116- S-6144 NORTH PORT,FL 34288 PH.941.380-1574 0 SHEET DESCRIPTION! BOM AND EXTRUSIONS PVC FRAME FIN EMK 05/26115 128FIN DvJG P: REV.: CWS-1073 - -S HEET 5 OF 7 S'MAX.(TYP.) MAX Q.C.(TYP) 4-MAX.(TYP.) a"MAX Q.C.(TYP.) SEE ANCHOR .—SEE NOTE 2 4'MAX. SEE NOTE 2 SPACING CHART 11r9mo(TYP) ::Iw SYSTFMS 0i 6*MAX.(TYP.) I I I II goo SW 44TH AVE. -— ——————————————— OCALA,FLORIDA 34474 WWW.CwS.Cc 6150 PVC MAX.O.G. (Typ.) I PICTURE WINDOW MAX.O.C.(TYP.) IMPACT SEE ANCHOR SPACING CHART < INSTALLATION INSTALLATION I I ANCHOR(TYP.) ANCHOR(TYP.) ANCHOR SPACING CHART MAX.UNIT SIZE MAX.D.C. 36"x 76" 20-3/4" > Z Lu 48"x 76" 15-1/2" I I I 0 CC 68"x 76" cl: 96"x54" 13-3/4" E g,--------------- o ANCHOR LAYOUT-(FLANGE) :�.' 11"'.... _.1._._.. 11551__ STATE OF NOTES: OR, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD, 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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 618/2015 1 ANCHOR TYPE.SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF 08 PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#56201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH,941.3130-1574 SPECIFIED IN TABLE 1.SHEET 7. sIiLu uLscR1p-r10T4: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETE/CfAU OPENING$,EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF IX WOOD SUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ........ 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9116"FOR MASONRY,1'FOR WOOD AND METAL. EMK 05/26/15 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. Dwc."#: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, CWS-1073 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 9'fKCff-' SHEET FMA/AAMA 100(FIN WINDOWS).FfWAAMA 200(FLANGE WINDOWS). FMAWDNIA 250(BOX WINDOWS),FMAAAMAiWDMA 300(EXTERIOR DOORS) 1:20 6OF7 I • Florida Building Code Online Page 1 of 3 f. 3 r . ts�' ..,__�.. ....�._w.,�__......h...a�_v._,*_�...._x_z_..�.�..__,. �'�:..kkas•'�xrs���.�:d.��'� 0-Z1111 '5:��........ BCiS Home Log In i User Registration ;Hot Topic 'Submit Surcharge I Stats&Facts Publications FBC Staff i BCiS Site Map i L nks ;Search Busines'��"} Professional k j l ProdUCt Approval h USER:Public User Read,tion r?u>i�.=n^uct n:• ,lic:e!icn S.:vc_i> !,• r•r::c,:.::.:.,,�,Ly;,c? _ 1• nl;?j;Uc;�ticn L a_>Application Detail I FL FL17793 y �s Application Type New Code Version 2014 Application Status 'Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 4 Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory -Horizontal Slider 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/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23 mL8... 12/10/2015 • Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/10/2015 Date Validated 06/11/2015 Date Pending FBC Approval Date Approved 06/16/2015 _..._._....__..............._..............................................._..._.................._-....-................................. ................................_............._......._..--._....................................--............................__._._..__.....__ .......... :Summary of Products FL# Model,Number or Name IlDescrintion FT 17793.1 HS-6200 Impact Vinyl Horizontal HS-6200 Vinyl Horizontal Slider XO,Impact Slider XO Limits of Use Certification Agency Certificate Approved for use in HVHZ: No .!L:1.17793 RO C CAC CAR Approved for use outside HVHZ:Yes -1_1.7793 RO C CAC CAR" 55.rdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2019 Other: Max. size 74"x 63". WIND ZONE 3.Glass Installation Instructions complies to ASTM E1300-04. F1.17793 RO II. CWS-107 (wS-6200 X011_--df Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17793 RO AE EyalRer:Cr4'S-1071.' S--6200 X0J,,D,'r Created by Independent Third Party: Yes 17793.2 HS-6200 Impact Vinyl Horizontal HS-6200 Vinyl Horizontal Slider XOX,Impact Slider XOX Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17193 RO C CAC.. BAR 138-1341n& Approved for use outside HVHZ:Yes FL177913 RO C CAC CAP '3Q-13 4;0_^- Impact Resistant:Yes R }77 9 3 RO C CAC CAP 1313-1345,,rF Design Pressure: N/A F_L17793 RO C CAC CA. 13x 1.34;_i1e= Other: Max.size 111"x 63".XOX 1/3-1/3-1/3 and 1/4- FL17793.,RO C CAC CAR 138-551. df 1/2-1/4.See installation detail for DPs.WIND ZONE 3. _=(..1..7793 R,3C_CAC^CAI- _38_-51., ff Glass complies to ASTM E1300-04. R.J.779=3 ROC CAC CS':R 138-55;po' 'L17793 iit0 CA_CAR 138-=54.odf Quality Assurance Contract Expiration Date 03/30/2019 Installation Instructions FL1,7793 RD I1 CWS-1072(HS-6200 Y,OX;,_df Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports hL 1719^RO AE EvalRee CWS-1072! i5 6200 XOX),Rdf Created by Independent Third Party:Yes 17793.3 HS-6200 Impact Vmjy�l$Horizont-1 HS-6200 Vinyl Horizontal.Slider XX,Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No =L1.7793 RQ C %A:. C-AR 1.38-1337.Ind Approved for use outside HVHZ:Yes EL1_7793 t_O_C CALCAR 138-133B Impact Resistant:Yes FL.17793 RO C CAC CAR 138-5 7 11,1`f Design Pressure: N/A 171.17793 RO C CAC CAR 138-548.ruf Other: Max.size 74"x 63".See installation detail for Quality Assurance Contract Expiration Date DPs. WIND ZONE 3. Glass complies to ASTM E1300-04. 03/30/2019 Installation Instructions FL17793 RO II CWS-1070 fHS-6200 XX).a ` Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL1.7793 RO AE EualRen Cod 5-1.070!H;S-6200 X X':,nj Created by Independent Third Party: Yes .................................__........................................_..._................-----._........................_.._._..—_..__..............._......__......._._—...__.._....................._.........._.._.._.............._..._...---._.._..._ littp://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 12/10/2015 .___.._.._........ __._..__._...__..............._...._.._.......__ __........_,.___s__._.__._.___.._.. __......_... _ ____......__..__.._....___.__.__.__ .._.. ....___._......_..__...._._.._..._._....._.._.....--- "ENERAL NOTES: _....._._____...............-.---..._......._.........--_.._._......____._................_................._ _.._._.. G (yL4AvW1!//UU . HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SOMPLYHOOWNHETHERINISD SI GCODEGNED ANDMAN FACTU TD b14CCJ'as +us g#`#1S ! EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE 1N WIND 1900 SW 44TH AVE. OCALAZONE 3 AREAS AS DEFINED 1N ASTM E 1996 PER THEwWw. FBG. FLORIDA 34474 W W W.CWS.CC THIS PRODUCT MAY IJOT BE USED IN THE HIGH VELOCITY 751A'FLANGE WIDTH HURRICANE ZONE(HVHZ)OR IN ASTM E.1996 WIND ZONE 4 AREAS. 620)PVC 74"MAX.UNIT WIDTH 2.GLAZI14G OPTIONS:(SEE SHEET 2) HORIZ.SLIDER 86" 3.CONFIGURATIONS:"XX". IMPACT MAX.SASH WIDTH -- — 32 -� 4.DESIGN PRESSURE RATING: GLASSS DLO A -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES -t- ASTM E-i 300-04. 64 114" _ - 5.ANCHORAGE:THE 33 1131 STRESS INCREASE HAS NOT BEEN USED RANGE IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR I 1n HEIGHTDETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR I Z 1 B WOOD ANCHOR CALCULATIONS. i I IQ t �,j X B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE j ' OIll cr UNIT ( \5/ N07 REQUIRED. CL HEIGHT I C 7.ALL FRAMES AND VENTS FULLY WELDED. U 5 D 5.8716" 8.SERIES!MODEL DESIGNATION IIS-6200, w f\ !1 t \5 I MAX SASH I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Cj 11EiGFtT X=OPERABLE SASH lZI 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 55_lll.6' It St LOCATION. �is�lj�GpRF 6h"tg1,�r,y.L GLASS 11.EXTERNAL WEEP SLOT 5,116"x 2-1la LOCATED 4-1/2"FROM r,rir�r`•i�r po r; DLO I BOTH ENDS. v * fz L Lucas A.Turner 1.,0,�., � _ 2015-06-08 '.,0"-"OR ............... - 15:40-04:00 r,rrr�`dNA�i A 61812015 LUCAS A.TURNER,P.E. FL PE#t 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 Sf1EET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS FRAME MAX. UNIT DESIGN PRESSURE CRAWIJ[3Y: DATE: r TYPE SIZE RATING IMPACT RATING EMK o5i27/1� GENERAL NOTES&ELEVATIONS.....1 tiVJ< ......._.._..........ftiEv:i"""""___....__... . _ SECTION VIEWS&GLAZING..............2 FLANGE CWS-1070 EXTRUSIONS&B.O.M..........._...........3 74"x 63" +/-45 PSF LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES..........4 FIN +/-40 PSF S.ALE SNEET INSTALLATION DETAILS.....................5 1:25 1 OF 5 _......... ___-_____ __------_ __.__.__ INTERIOR 1900 SW 44TH AVE. 8, 1)n 1,2-3,)(D C26) '� Zl f2 1131 3,; CICALA,FLORIDA 34474 t'� C, '� www.cws.cc I 6200 PVC HQRIZ.SLIDER IMPACT ca aa9 Qavo Q� i ( 1 z L.%-..._ � � .� 0 Z ? tg} 1g 13.15 (6} i3_4} t33:t 6}(261•` t23� WCC ` I —~ SECTION VIEW 13-13 i iz �/y1{I llfffl//l INTERIOR `:05 v�GFF:S ,�Y� 7i8"OVERALL --i i!8'ANNEALED 7116"AIRSPACE .�'-b i :'� 5/76"LAMINATED t4 ii R---.._....-36 —1;8"ANNEALED i��C s��'�.... R.:. .090"DUPONT PVB INTERLAYER ffirlAi`ilti`titi –_–.32 !i /@1 I "ANNEALED 201 ��---_ � � I ;�-� sIKAFLExsszoR 6I8t2015 1�-- X38 PURFECT GI.AZF"H" LUCAS A.TURNER,P.E. -- FL PE#58201 �❑ L1239 JABARA AVE.518"GLASS BITE NORTH PORT 342$8 _..T. �9 .. PH.941-3$0-1-1 574 .....___......__.. �SH�ET�DESC _._................ u u SECTION VIEWS AND GLAZING DETAIL SECTION VIEW A-A ORAWNBY: DATE: AL�TE'RRl.N€A.ATs�l, FIN-FRAME-- , IN;FRAME ,� EMK . 0.5_/..2.7/ 15 37— UWtN..__._... "IHY: ........_....__ ...._. CWS-1070 . ITEMS NOT SHOWN FOR CLARITY: SCALE: 7-8,10,12,15-18&21 GLASS TYPE A SHEET 1:2 2OF5 ____........__........... ___-------...... ..__.._.__..._....._....___._........___.....___.__...._._....._..._...___......._..._.___.._......_.._.._._._. PARTS LIST CORNER CONSTRUCTION �7�7{�7�$�(} ITEM PART DESCRIPTION MATERIAL VENDOR _.._4 718.-.------ � �(y 0ji 1 H-6127 MAIN FRAME PVC ATN WiNw ur;.'Sy'E 3 2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN 3 H-6139 SASH DRAW RAIL PVC ATN _......._{j OCA A. LTH AVE. -1 i!2"---i DCALA.FLORIDA 34474 4 H-6140 SASHTOP/BTM RAIL PVC ATN WWW,CWS,CC 5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN O 6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE 7 P-3029 SCREEN LIFT TABS STEEL SUMMIT1116" U C...GCRIJERWELD BOO PVC 8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 4 116" 1 15116 ALL SIDES 9 P-3218 SCREEN FRAME ALUM FLA SCREEN I i� HORIZ.SLIDER i:8 10 P-3228 SCREEN SPLINE DAPA o IMPACT 11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN AMESBURY 12 P-3511 98.18 x 0.625"PN PH TEK#2 POINTZP STEEL FASTENAL 13 P-3783 IMPACT SASH LOCK INTERLOCK 14 P-3784 KEEPER INTERLOCK p 15 P-4146 #8-18 x 0,750"FH PH#2 POINT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP;BTM RAIL-H-6140 S6 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 1 17'16" •1 21/8" 17 P-5450 JUMBO WEEP COVER ASSY NYLON ASHLAND 1 050 GD 18 P-5421 0.625"HOLE PLUG NYLON HEYCO 7%1�,." —5116' z 19 P-3511 #8-18 x 0.625"SQ PH TEK#2 POINTZP STEEL FASTENAL Ui6" vis" 1116., ip 116 P- 8ROLLER ASSY AMESBURY t " t t5!1s" t 5;16" {fig. 15116" } 23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER `t L__. i i0�� 24 P-5441 L BLOCK,ANTi-LIFT NYLON Q 26 S-2004 REiNF.,SiDE RAIL ALUM ASCEND ...............1 _._._ I CL 27 S-2005 REINF,MEETING RAIL,INT.PANEL ALUM ASCEND Q 28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND PVC INTERLOCK RAiL-H-6135 PVC DRAW RAII.6i39 ALUM INTERLOCK-5-2029 PVC GLAZING BEAD-S fi141 29 S-2030 ROLLER TRACK ALUM ASCEND .. zi 31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM KEYMARK 1 1116' i pj 32 5-2044 REINF.,TOP/BOTTOM RAiL ALUM ASCEND 33 S-6141 0.875"GLAZING BEAD PVC ATN T�� I k I - �`z......t•4ltrfit, 34 GLASS SEE SHEET 321 {__.._._HL \`` I , t' 35 DOW CORNING 1199 SILICONE 1 5n{ vis': tins^ 277 t tits" ` 1C f 87 y",.L?! J� - ✓ 36 PURFECT GLAZE"H",8IKAFLEX 552 SILICONE HENKEL!SIKA 1— !-1116" _ -- 1 = No 58201 ': S I-- .093' --71t 6" ' LINE ITEMS NOT USED: * t a- LINE ITEMS S ALUM REINF.-S-2043 ALUM REINF,-S-2044 ALUM REINF.-S-2005 ALUM REINF--S-2004 W i' STATE. OF .._.._..5'8"' -1 9/16''... ,�j�i rONAll� testi. F.-.11/2"...._{ �....._..�.....3!4" q4 ititintt�� T- I .._.. � © 6/8/2015 ALUM ROLLER TRACK-S-2030 I LUCAS A.TURNER,P.E. 3 FL PE#58201 1239 JABARA AVE. O NORTH PORT,FL 34288 � PH.941-380-1574 _ SHEET DESCRIPTIgN: (— BOWL AND EXTRUSIONS 11:2" DP.AWN BY: DATE: ILEEMK 05/27/15 -....._ ? _...._.... 'tS�?i+6'#t........_.._........__.tt"Ev....._...._. OPERABLE PANEL ANTI-LIFT CWS-1070 P-5441 SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, 1:2 3 OF 5 -.._....._._.._.....__.__..................___._._.__..............._---...._.__,_.._.__.___.._.___.. __..._.__...__....._._ .......... __.._.-._._-..__._.._.___.___._..._._.__.__._....__.._.._.___.._.._---..__..___..____...______.__......_....._.._.___...._________ _...__.__._...._......._.___.___.....__._____ c8aggom-09 WI\I�°yl!s 5TE IS 1900 SW 44TH AVE. 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474 4"MAX.(TYP.1 WWW,CWS.CC - 4"(TYP.) 6"MAX.{TYP.} � SEE NOTE 2 d"MAX.(TYP.) 4"THRU FRAME ANCHOR(TYP.) --�` -� 6"MAX.(TYP.)••" 4-(TYP.) 6200 PVC - L Y SEE NOTE 2 HORIZ.SLIDER INSTANCHORION IMPACT -_- -.--INSTALLATION t6" ANCHOR(TYP.) _ MAX.O.C. - - {TYP.) M I I I W MAX.O.C. L (TYP.) X X X X rz 1 `° 1 ' SID i ow J5 a w { q ANCHOR LAYOUT-(FLANGE) r"JOTETHRyU(�"F�AtiEiNO ANOW — JwCyH�OONS �}MT PAIt! `'wit IItAIVIA,x �) ,0 AORE"l 51'?it'E OF rte: NOTES: A o 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��5+ N ` Q 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 V16"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 EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 6/$/2015 LUCAS A.TURNER,P.E. 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 FL PE;�58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SFIALL 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, 34288 PH.941-3$4-1-1 574 SPECIFIED IN TABLE 1,SHEET 5, SHEET DESCRIPTIO}J: 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. ANCHOR SCHEDULE AND INSTALLATIONS INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,i"FOR WOOD AND METAL EMK 05/27/15 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. oWi a:"-.-"..... ""ITEV:: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1070 9.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 FPAA'AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMAIWDMA250(BOXWINDOWS),FMX/AAMAWDMA300(EXTERIORDOORS) 1.20 40F5 _..._...--........._...._.......................... .__..._.......__.._.._................_.._......_.....__....._.. MIN.EMBEDMENT --- ------------ /7 �t SEE TABLE SUBSTRATE (( j]/](tVj'nJyr y�•[, TYPICAL HEAD ANCHORAGE BY OTHERS �-d(y�yhL IIUL/UCY MAX. --_..__ SEE TABLE 1 Wl�g ,,a.'STE19S I ------------ MIN.EDGE DIST. 114" SHIMMIN.EDGE DIST. ----- ,SUBSTRATE ��:�� SEE TABLE 1 '-'-""'.-."'-"'.I' SEE TABLE I BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS- _ 1/4"MAX.SHIM-- -- SEE TABLE 1 W W W CW FLORIDACC $4474 SEE TABLE 1 7 0o .11%EDGE DIST. SEE TABLE 1 MIN.EMBEDMENT ' PERIMETER SEALANT--------- INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 0❑ I 6200 PVC INSIDEBYINSTALLER HORIZ.SLIDER EALA AND OUT /0 SEALANT'BEHIND �-- 1� � MIN.EMBEDMENT� 00 FLANGE BY INSTALLER `1/4"MAX.SHIM SEE TABLE 1 IMPACT Qae I PERIMETER SEALANT L n BY INSTALLER I I Q i BYIINSTALR SEALANT LZeeo INSIDE AND OUT __........I._.___._.............._._... INSIDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 I m FLANGE BY INSTALLER -----..--.-.-.SEALANT- BEHIND INSTALLATION ANCHOR----------- ------ FIN BY INSTALLER SEE TABLE I g"N HORIZONTAL SECTION "C) HORIZONTAL SECTION ,0 \5 TYPICAL JAMB ANCHORAGE5/ TYPICAL FIN ANCHORAGE !n HEAD AND SILL SIMILAR FOR FIN INSTALLATION I Z W cr NOTE:ADDITIONAL THRU-FRAME ANCHORS d (AS SHOWN IN DET.A/5)REQ'D AT MTG RAIL, j SEE SHEET 4 ANCHOR LAYOUT. WI I o; I I .0 SEALANT BEHIND U4*MAX.SHIM I ! I z FLANGE BY INSTALLER p 0 O``r ASO RE 4b J++4 PERIMETER SEALANT / I MIN.EMBEDMENT BYINSTALLER f SEE TABLE 1 J J•' c� INSIDE AND OUT / v: No 58201 SUBSTRATE BY OTHERS--/ ---I--MIN.EDGE DIST. ^ SEE TABLET �' � S7'.4TC OF </t� j _ SEE TABLE 1 O le SEALANT UNDER SCREW—J �A VERTICAL SECTION oo ��i <`S '.ORic:,t~.•C��` HEAD BY INSTALLER 5 TYPICAL SILL ANCHORAGE _ z� TABLE 1:APPROVED INSTALLATION FASTENERS 6/8/2015 i FRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. i FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON i" 1-1/8" FL PE#58201 i� 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3M6'ITW TAPCON 1" 2" PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" BYINSTALLER PH.941-380-1574 INSIDE AND OUT (—L)') HORIZONTAL SECTION ........._................_.._._....__._....__._... FLANGE GROUT-FILLED CMU(ASTM C-90) 3%I6"ELCO ULTRACON 1-3!4" 2-1/2" S BOX FRAME INSTALLATION SHEEP DESdRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1 3'8" 7!8" SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060„)MIN.STEEL STUD N10-16 HILT]KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060” 7!16" EMK 05/27/15 FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED uwc'a:""""-"'"" i'iEV::"'__""' """'""" 7/16" INSIDE AND OUT,FULL PERIMETER.BY INSTALLER. I!6"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0 125" CWS-1 070 - __ _ PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIS`"-`2X.MIN!-SOUTHE RN-RINE_(G=p;ST�) - '1+10'WOOD SCREW�..v�r---=---Y-P:'2'---•--• 1.'2"`�----— SHOWN FOR FLANGE WINDOWS. S�AI`F` SHEET 1.2 50F5