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HomeMy WebLinkAboutproduct approval Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-155C(SH-8100 Impact)odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 56201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile,see installation dwgs.for Max.size FL5823 R6 AE DuPont PVB NOA 13-0129 27 odf and DP.Outer lite in I.G.must be safety glazed when used FL5823 R6 AE EvalReo CWS-155C(SH-810D Impact above 30 ft.in HVHZ.Glass complies to ASTM E3300-04. FL5823 R6 AE Ouanex(Mlkron)NOA 12-1077 02 odf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8"x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-4408(SH-8100.IMP.7063. Approved for use outside HVHZ:Yes CONTHDSL).Ddf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:N/A Created by Independent Third Party.Yes Other:Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. Evaluation Reports must be safety glazed when used above 30 ft In HVHZ. FLS823 R6 AE DuEont PVB NOA 13-0129 27 f Glass complies to ASTM E1300-04. FL5823 R6 AF EvalReo CWS 440B(SH 8100 IMP 74x63 CONTHDSL).odf FL5823 R6 AE Quanex(Mlkron)NOA 12-1017 02 Ddf Created by Independent Third Party:Yes 5823.3 SH-8100 Cont Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8°x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 iI CWS-4918(SH-8100,IMP 7402 Approved for use outside HVHZ:Yes CONTHDSL).DdE Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other. Large Missile,DP-+/-67.5 psf,Max.size 74-1/8" Evaluation Reports x 72".Outer lite in I.G.must be safety glazed when used FI-5823 R6 AE DuPont PVB NOA 13-0129 27 odf above 30 ft,In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-4918(SH-8100.IMP.7072. CO NTH DSL).odf FL5823 R6 AE Quanex(Mlkron)NOA-12-1017 02.0f Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 iI CWS-2950(SH-8100.IMP.52x96)odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67,5 Evaluation Reports Other:Large Missile,52"x 96"w/5 HI sash,+/-67.5 psf. FL5823 R6 AE DuPont B NOA J 3-0129 27.Ddf Outer lite In I.G.must be safety glazed when used above 30 FLSQ23 R6 AE DuPont SGP NOA 11-0624 02.[)df ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE FyaIReD('WS-295C(SH-8100 IMP, 52x96).Ddf FL5823 R6 AE Quanex(Mlkron)NOA 72-1017 02 odf Created by Independent Third Party: Yes Back Ne: I I 1 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 Florida Building Code Online Page 3 of 3 Cggtars,tj,s,:ia',^,North Monroe Street Tallahasseeplro :850-487-18 a ` The State of Florida Is an AA/EEO employer.Ceovriaht 20 -20i3 Sr=t�,gj Florida.:;p1hOIDGOt ° =_�billty Statement:;a.n,ne statement under Florida law,email addresses are public records.I r you do not want your e-mail address released In response to a public-records request,do not send electronic man to this entity.Instead,contact the of ice by phone or by traditional ma8.If you have any questions,please contact 850.487.1395.*Pursuant W Section 455.275(1),Florida Statutes,efferbve October 1,2012,licensees liicen eyed under Chapter 455,F.S.must provide the Department with an email address H UW have one.The emalLs provided may be used for offidal communication with the licensee.However email addresses are public record.rr you do not wish to Supply a personal address,please provide the Department with an email address which can be made available to the pubIlc.To determine if you are a licensee under Chapter 455,FS.,please dick haL. Product Apprima''llA�'�A��ccepts, tll�sl®E�MW sccu; su.Tuu.•.t I t 1 } I i I { l r http://www.floridabWlding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvMdF62R4il4L... 6/24/2015 TURN T ER 1239 Jabara Ave. v 1 North Port,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 491B April 18,2015 Product Description: Series S10U PVC Single Hung Window,Large Missile Impact, Continuous Head and Sill, twin configuration with integral mullion, 741/8"x 72"unit size (36 3/8"max. single unit width),75 3/8"x 73 1/4"flange size,with 1/8(Ann or Temp)—Air—. 1/8-.090PVB-1/8 glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44a'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-Iisted product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 51'Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS491B, signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3621-1,-lA,-2,-2A,National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,including impact at midspan of integral mullion. AAMA/WDMA/CSA 101/I.S.2/A440-05. ASTM E1886/1996- 05,including impact at midspan of integral mullion 4) Supplemental Calculations to support CWS491B, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS491B. Limitations of Use: This product: • May be used in twin unit configuration O/X—integral mullion—O/X with continuous head and sill in sizes up to 74 1/8"x 72"unit size (36 3/8"max. single unit width), 75 3/8"x 73 1/4"flange size,with max.glass daylight heights of 31 15/16"on the fixed panel and 32"on the sash • Achieves a max.design pressure of+67.5/-67.5 psf Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone �. Requires 1/8 outboard (Annealed or Tempered,Tempered required above 30 ft in HVHZ) —Air—1/8Ann-.090PVB-1/8Ann glass minimum � � ���s���RE t1�i, r k Ci Z-J No 58201 V X� Page 1 of t 'it 4/18/2015 .sTAT OF F, 4U j�t`3�: .� y� ,��',` Lucas A. Turner,P.E. 22:1 Ari -04 OOLucas A. rner �,k'�o'S+Of1fA4 �+,+ FL PE#58201 +ntp� Limitations of Use, cont'd: • Requires Dupont PVB Interlayer per Miami-Dade NOA 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 51'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will i acquire,a financial interest in any other entity involved in the testing or approval process of this product. DREWle tip, INS • % No 58201 ;�W. Page 2 of 2 # 4 4/18/2015 Z' TEA•S STA � :� Lucas A.Turner,P.E. "•.. �,;•.•A' 2 FL PE#58201 SINGLE HUNG - LARGE MISSILE IMPACT .GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yyl—yppyy7EN5 TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 75 3/8`MAX FLANGE WIDTH IS RATED FOR W IND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED �� FLORIDA 34474 E. r' 741A3'MAX UNIT WIDTH IN ASTM E 1999 PER THE FBG. W W W.CWS.CC 2 GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC 383!8'MAX SINGLE UNIT WIDTH - G�16.DLO A 3.CONFIGURATIONS:"=-OW. SINGLE HUNG ______ ___ _ ——— 4.DESIGN PRESSURE RATING: IMPACT — —---———— -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. __ 1 •POSnWG DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w r 73114.AI INFILTRATION TEST PRESSURE AND GLASS TABLES w FLANGE ASTM E-1300-04. HEIGHT I S.ANCHORAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED I B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR GLASS DLO I O O I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD I I ANCHOR CALCULATIONS. In I I v z S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE72- c MA I I NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE Ln ULEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, HEIGHT I I BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS m F 1L AND FLYING DEBRIS, c o n 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a U USED AT FIXED MEETING RAIL,INTERNAL MULL ENDS AND JAMBS. C B 5 S.SERIES/MODEL DESIGNATION SH-8100 CONTINUOUS FRAME. m ¢ z I I C 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: GLASS DLO I ' ` /\ I D 35 sn6• X=OPERABLE SASH,O=HOLED SASH ����NADIRE ' !,v•�i B SASH� 10.SECTION ALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,�p`..-'No e NSF 4,p��t LOCATIM Ido 58201 z9 G 11.EXTERNAL WEEP SLOT-1/4'x 1-114•LOCATED 4'FROM BOTH ENDS. 4 C STATE OF l� C e -A -- -- 2015-04-11 urner '•.8/ ......of gar,, 29f18" 15:08-04:00 xz GLASS DLO MAX SAS=61 W IDTH 4/11/2015 LUCAS A.TURNER,P.E. FL PE 8 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCR ON: GENERAL NOTES AND TABLE OF CONTENTS DESIGN PRESSURE ELEVATIONS GENERAL NOTES S ELEVATIONS.-..1 allVH7 MAX. UNIT SIZE IMPACT RATING DATE, GLAZING DETAIL...............................2 RATING ADE 10/30/08 SECTIONVIEWS.......-........................3 c EXTRUSIONS&B.O.M........................474-1/8"X 72" +- CWS-481 B ANCHOR SCHEDULE&NOTES.........5 +/-67.5 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS....................6 SHEET 1:1 10F8 wl�� now s�rsrEns a , a 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC p 8900 PVC ' SINGLE HUNG IMPACT Y UL 3 SECTION VIEW B•B H m m pv o y 7It W W O 9 a a a Q o p- d R m ¢0 4 ~� RE���T W ��`VP..��G fi N 8F•.�PZi,4 Ne 58201 yea STATE OF :'&J ' '•�Ft4 ti0A1Gt'p��& I Ilk • x7- 0 4/11/2015 0 LUCAS A.TURNER,P.E, FL PE 9 58201 p 1239 JA13ARA AVE 0 5 NORTH PORT, 88 2 PH.941-380-1574 5 9 SHE6 MSORIPTION: a SECTION VIEWS SECTION VIEW A-A SECTION VIEW C-C DRAWN BY: o ALTERNATE FIN FRAME ADE 1080109 war . ITEMS NOT SHOWN FOR CLARITY: CWS-491 B 6,15,18,25,32 42,45,48 gam; SHEET 1:2 30F6 ) ITEM PARTS IDESCRIPTION PARTS LIST VENDOR MATERIAL 31B°� FRAME CORNER CONSTRUCTION 1 HM31 Frame Head,Flg, Mkmn Vinyl 31/6,�j b 2 H-6031 Frame Sill,Fig, Mkron Vinyl VVINDOW STSTEMS 3 H-6031 Frame Jamb,FI Mikron Vinyl t 1900 SW 44TH AVE. OCALA,FLORIDA 34474 4 H-6031 lntemal Fr.,Jb Mikron Vlnyl 2 WWW CW8 CC 5 H-6028 Frame,Fin Mikmn Vinyl 3 6 S-6025 JSash Stop/Filler Mkron Vinyl 211/16" 4 3 9n6• l/re 7 H-1836 Alum.Fixed Meet,Rail Keymark Alum ins• CORNEA WELD 8100 PVC 8 H-W27 Sash To Rail Mikron Vinyl Lrl (ALL98 ESt SINGLE HUNG 9 H-1497 Reinforcement for STR Ke mark Alum In- 11 IMPACT 10 H-6028 Sash Bottom Rall Skron Vinyl PVC FRAME FLANGE-6031 H-1699 Reinforcement for SBR Keymark Alum PVC FRAME FN-6028 m . 12 14.6004 Sash Side Rall Micron Vinyl 13 S-1498 Reinforcement for SSR Keymark Alum 1916° 14 S-6064 Glazing Bead Mikron Vinyl l 311" i 1 23119• KI A o � o 15 P-3059 Sash Cam M&M Plasticw"'S. 1 �w16 P-4479 Weep Housing&Flap Assm. M&M Plastic 1 6le• FIXED MEETNG RAIL17 Block&Tackle Balance Caldwell Steal SCREWED EETINGE AIL v z 18 P3295 Take Out Cli Summk eel q 1/16 to OUTERFRAME O 19 Sash SEE SHEET CARDINAL GLASS 1:a o m 20 Fixed SEE SHEET 2 CARDINAL GLASS PVC SASH SIDE RAIL-6004 PVC SASH BTM.RAIL-6028 PVC SASH MTM.RAIL-6027 Z[� 21 P-3429 Wstp.,0.270 x 0.187 back FinSeal UltraFAB fon a F 22 P-4636 iib x 2-1/2 PH Mod.Truss,Ty A, Fastenal Steel o w cc 23 #10 x 1 1/2"Panhead SMS Fastenal Steel 2 i91c 1 U2- a N 24 Flat Washer Fastenal Steel 7 lata its (L dL c 25 5-6014 Screen Support Mikron Vinyl 1 m ¢ O 26 S-6013 Semen Catch Mikron Vinyl 1314• Z 27 S•6063 Fixed Ralf Co12r Mikron Vinyl I 3116• 2118 1116• 13116" 6 16 I1 048 p�'g1DRE6y 1f, 28 P-3113 Screw Support,PVC Team Plastics Rubber [� ins• !� ��• Ajw ° t 29 P-3352 Sal.131k.1/8"x 518"x 2" Frank Lowe Rubber 606 .J Q�•'�GEHS'•GQ�°� PVC SASH STOP-6025 PVC FXD RAIL COVER- 3 ��p.0 F Y�1t� V •" .j 30 —9'6018 Mullttar Cote{ Mikron Vinyl INTERNAL MULL BAR-1736 MTG RAIL-1936 NO 58201 574 31 P-3767 #10 x 1 Hex Head Tek Fastenal Steel 32 P-3342 Seam Sealer,SM-5504 Schnee p 9s 33 SlkaFlex 552 or Purfect Glaze°H" Sika/Henkei y16" yq° sle° 3/4• tl4• I X9.1 STATE OF a�r 34 P1 #8 x 1/2 Flat Tek Fastenai Steel 1 � 11 I 14 0-354 35 P-0054051 #8 x 1 1/4"PH Flat Tek Fastens! Steal L 1 L 1/16. 1 7/s' 36 P-3763 Lock Interlock Steel 1/te 37 P-4069 Kea r Interlock Steel RENF.S.S.R.-1498 REINF.S.TR-1497 RENF,S.B.R.-1699 PVC GLAZEBEAD-6064 X 38 P-4264 98 x 3/4°PH Flat w!#6 Head Fastenal Steel 4!11!2015 39 P-3752 Hole Plug M&M Plastic 40 P-1559 #8x3!8°PH Pan Tek Fastenal Slee) y16 1 11� °i vY LUCAS A.TURNER P.E. "1211` I,L—I Y!2" 1118' yts, FL PE#58201 41 H-1736 Internal Mullbar KeymarkMRubber 1239 JABARA AVE, 44 P 3218 Screen frame ALL Metal Q NORTH PORT,FL 34288 45 P�321 Screen Comer Ke ALL Metal tnc 1116 r PH.941-380-1574 SCREW SUPPORT-3113 46 P-3228 Screen S line DAPA SHEET DESCR PVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-8019 47 P-3033 Green S rfng FLA Screen48 P3029 Screen Pull tab Summit BOM AND EXTRUSIONS 49 Screen Material NY,Wim Fiberglass DRAWN avc DATE- SO P-4959 Wst .,0.420 x 0.187 back UltraFAB Nylon ADE 10130/09 51 P-3541 #8 x 1/2,Pan Head,Tek Fastenal Steel 52 P4832 Sweap Lock Sullhan DGM ` 53 1 P-4633 JBInding Post and ScrewSullian LINE CWS-491 B 54 P-3118 Keeper Sullivan 42 ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEEP 12 40F6 10114-MAX O.C.(TYP.) 6'MAX(TYP.) ��4°MAX O.C.(TYP.) 6'MAX(TYP.) 3-MAX O.G.(TYP.) 8'MAX O.C.(TYP.) WINDOW$TS`TEh1$ 3'MAX O.C.{TYP,) 4'MAX(TYP.) 4°THRU FRAME ANCHOR(TYP-) 1900SW 44TH AVE. 1-- 4"MAX,(TYP.) Ira DETA ILA OCALA,FLORIDA 34474 I ------------- --- -- -------- www.cws.cc SEENOTE2 I I --- ---- 8100 P1/C I SINGLE HUNG 6' Ij 12 I O I MAX O.C. I I 2"(TYP.� IMPACT MAX XO O.C. I I ((TYP-) ♦ RYPJ I I I I I I I ANCHOR A7 MTG INSTALLATION DETAIL B a I o � O RAIL CENTERLINE I I ANCHOR(TYR) ANCHOR REQUIRED THRU FM WITHIN (TYP-) I I I 1'OF MULLBAR CENTERLINE.(TYP.) Y y 6 (TMP) I I a � F� Q I I Q 4 I X! ---- ---- ---- Is a I � ' LLI CHOR LAYOUT-(FLANGE) DETAIL B I m ¢ Z ANCHOR LAYOUT-(FIM I !ADREtV f% ���ttnnaq I � f 9S Ne 58201"•°'���1�'+ NOTES: STATE OF d 4/: INTERNAL MULL ATTACHMENT DETAIL +aO R I.O�'� ��: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. LL 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 y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. L 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED M THESE DRAWINGS,SEE TABLE 1,SHEET 6. 411112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIALPROTPREVENT OR TING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL PE B 58201 BE PROTECT70 PREVENT REACTION. 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THANTHE MINIMUM NORTH PORT,FL 342BB SPECIFIED IN TABLE 1,SHEET 6. PH.941-3811.1574 9H B.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. ESCRI ffoF- INSTALLATIONS TO SCUD CONCRETE OR GROUT- EO CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL RAWN BY: C ADE 10/30/09 &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 W13A W SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEET6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-491 S 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 30D(EXTERIOR DOORS) 120 5 OF 6 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. Or MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 190D SW 44TH AVE. SEE TABLE 1 SEE TABLE t �TTAABLE i OCALA,FLORIDA34474 SUBSTRATE BY OTHERS 114"MAX SHIM W W W.CWS.00 SEE TABLE 1 MIN,EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC BY INSTALLER INSTALLATION ANCHOR SINGLE HUNG INSIDE AND OUT SEE TABLE i SEALANT BEHIND I� s1EE"'TABLE�' ° IMPACT FLANGE BY INSTALLER °—Or MAX SHIM OPERIMETER SEALANT _ F PERIMETER SEALANT BYINSTALLER o � C BY INSTALLER INSIDE AND OUT ONSIDE AND OUT INSTALLATION ANCHOR u. y SEALANT BEHIND SEE TABLE 1 US LW- D] INSTALLATION ANCHOR �� GE BY INSTALLER SEALANT BEHIND 1n SEE TABLE 1 FIN BY INSTALLER O ON C HORIZONTAL SECTION o ED 6 TYY CA AMB ANCHORAGE B TYPICAL FIN ANCHORAGE > HEAD AND SILLSlMILARFOR RtiINSTALLATION m m O� NOTE:ADDITIONAL THRU-FRAME ANCHORS a o (AS SHOWN IN DET.B/6)REQ'D AT THE MULL, F SEE SHEET 5 ANCHOR LAYOUT. < Q Sl4"MAX SHIM � � 0 SEALANT BEHIND ic: FLANGE BY INSTALLER PERIMETER SEALANT MIN.EMBEDMENT �AA�ALtyOREF ���Aif BY INSTALLER SEE TABLE 1 J�g�.,,•"'a. INSIDE AND OUT ..�G�."•���'B N`4L�°°:pL/•'o No 58201 '_ SUBSTRATE BY OTHE'I- SEE S SE£TABLE t EE TABLMIR E I ST. S9� STATE OF t(0 SEALANT UNDER SCREW "��"�"°�+ �„Oti" ,r k NEAR BY INSTALLER A VERTICAL SECTION ~'�ifiFS• 0 A%0 r 1�t`fi ORO 6 TYPICAL SILL ANCHORAGE yi,� 10N»p'et',, X..L' 411 t/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAILIE FL PE#88201 PfMTOE CONCRETE(2-0 KSI MIR) 3116"ITW TAPCON 1" 1-lar PERIMETER SEALANT 1239 JABARA AVE ED CMU fl17 PCF MIN.) 3/16'I W 2 BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) Sits ELCO ULTRACON 1' 1" INSIDE AND OUT PH.$41-380-1574 D HORIZONTAL SHEET DES FLANGE GROUT-FILLED CMU(ASTM C-90) 311s ELCO ULTRACON 1-114' 2.1/27 5 BOX FRAME INSTALLATION FLANGE 2X MIN.SPRUCE-PINE-FIR(0-0.42) 3/ir TIN TA IN 1.318, 718• HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SPRUCE-PINE-FIR(G-0.42) #10 WOOD SCREW 13/s 718° FLANGE REMOVAL NOTE;PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060')MIN.STEEL STUD #10.18 MIM KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 0 ADE 10/30/09 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 11 DW' 7/18 1/8"ALUM. 6063-T5 MIN OR #10 GRADE S SELF TAPPING J FULLTHREAD INSIDE A FILLET,F LL PERIMETER, ADHESIVE CAULK IS APPLIED r. FLANGE ( j INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 118'STEEL(33 KSI MIN.) DRILLING SCREW THRU Q125' 7116' CWS 491 B -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMON.SPRUCE-PINE-FIR(G=0.42) 1#8 WOOD SCREW 1-112 711 6" SHOWN FOR FLANGE WINDOWS. SHEET t:z BOF S Florida Building Code Online Pagel of 2 FloiidaDeWmeiitd =5 Home I Log In User R%M atlon ; Hot Topic i Submit Surcharge Stats S Facts I PubliGtilms—Im-9v=V+ WIS nll2 M* Units 5 j 'u, Product A pproval USER:Public User Regulation Product Approval Menu>Product or AopRcauon Search>Application[1st>Application Detall FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.oc Authorized Signature Koss Erin ekoss@cws.oc 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 lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EZ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 10 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 111 COI EvalReo CWS-871B-[HS-6200.7403, IM f Referenced Standard and Year(of Standard) Standard Year AAMA(W DMA/CSA/101/1.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 l Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwLDqu8obl`/`2flZm6... 6/24/2015 ! Florida Building Code Online Page 2 of 2 • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 SummarV of Products D167361 Model,Number or Name Description HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 53",XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16736 RS II GWS-8718(HS-8200 74x63 IMP)odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63"r DP+/-60 psf.Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.13df I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 Ri AE EvalReD CWS-8718(HS-8200.74x63, Glass compiles to ASTM E1300-04. I P FL16736 Ri AE Quanex(Mikron)NOA 12-IQ17 02 Ddf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of Use Installation Instructions Approved for use In HVHZ Yes FL16736 R1 II CWS-8698(HS-8200 111x63.IMPLodf Approved for use outside HVHZI Yes Verified By:Luras A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party;Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,111"x 63",DP+/-60 psf.Outer lite FL16736 111 AE DuPont PVB NOA 13-0129 27.11df In I.G.must be safety glazed when used above 30 ft.In FL16736 RI AE DuPont SGP NOA 11-0624 ,02.pdf HVHZ.Glass complies to ASTM E1300-04. F1-16736 R1 AE EvaIReD CWS-869B(HS-8200.111x63. IMP1.Ddf FL16736 Ri AE Ouanex(Mikronl NOA 12-1017 02 pdf Created by Independent Third Party:Yes sant ne>r Contact Us::1940 North Monroe Street.TaDahascee F1 37300 Phone;850487-1824 The State of Florida is an AAIWO employer,S"nvnah 2007-2013 State of Florida.;:Privacy Statement::Accessibility Statement::Refund Statement Under FlWda raw,emall addresses are public records.If you do not went your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the ofllce by phone or by traditional mail.If you have any questions,please contact 850.497,1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2D12,licensees licensed under Chapter 455,F.S_must provide the Department with an emall address it they have one.The mails provided may be used for of clad 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 small address which can be made available to the public.To determine if you are a Ikerme under Chapter 455,F.S.,please click hew Product Approval Accepts IV® -R secunt•nut lura i i t h //www.floridabuildin .or r/ r a dtl.as x7 aram=wGEVX wtD u8obl%2RZm6... 6/24/2015 j �� g �P P PP_ P P Q Q TT T��\T�+� � 1239 Jabara Ave. t�,1 `�L North Port,FL 34288 ENGINEERING &. Ph.941-380-1574 CONSULTING,INC. FBPE G.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5b Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02' t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5h Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do'not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ,�ti3i��rgpEtl=Vy r��I,rt % '� .. lk....■.... fjr+ Z14: No 58201 '+ r s o *' '�' •*moi. i •cc : ' STAT1r oF :+w: 4/„1//8/2015 %D Lucas A. Turner,P.E. � e- .�` FL PE#58201 Lucas A.Tumer 2015-04-18 22:21-04:00 ' INTERIOR 7 2 WiaEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 i 1 1 6 WWW.CWs,CC 8200 PVC HORZ.SLIDER p IMPACT I:aw Lu oOO� o 41 0 3 1 9 Q SECTION B-B m e 11 NOTE:FIXED LITE AT HEAD 9 F p AND SILL IS SIMILAR. a o 1 m [W7 Z W 19 a W O Q � w U 1 1 19 m 41 4 —® MMIIDASPANPOFSASHK(TYP.) �,tty P+DRE(gra�05*0 (ITEMS 7!8"OVERALL -- -- �v No 58201 i�: 1/8"ANNEALED or TEMPERED INTERIOR I 718'AIRSPACE q w 6/18"LAMI BrATf OF Cklr l Vim: 1/8'ANNEALED �y�t9"'�ORt SWEEP LOCK(TYP,) " aa4��ONAVtt�, ONLY ENGAGED PRIOR MO DUPONT PVB INTERLAYER raa l�Iltttt TO HURRICANE FORCE WINDS. fy 19 4 I X I (REM 27)AT THIRD POINTS I ANNEALED 13 n� I PURFECTGLAZE"H' 4/77/2D76 SIKAFLEX552 LUCAS A.TURNER,P.E. I FL PE#58201 4 1239 JABARA AVE. 8 5 NORTH PORT,FL 34288 A PH.941-380-1574 1rr GLASS BITE T OESCRIP7 p \VJ SECTION VIEWS AND GLAZING DETAIL 4 SECTION A-A HEAD IMPACT HOOK AND D 6 D E JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 -DW(-IF. SECTION GC •• ALTERNATE FIN FRAMEGLASS TYPE A CWS-871 B 1:1ZIUALU SHEET 12 20F5 PARTS UST 3 t/8 CORNER CONSTRUCTION tTHJI PARC# Dt-T�ICRIPTfON VENDOR MATERIAL 31/8'—•� 1 W1497 Reini.Sash Meet.Rail Key—* Alum 1 712' 1MMDOW M 2 H-1699 ReinL S.B.R./S.S.R, Keymark Alum 8 g 3 t9DDA, 44TH AVE. OCALA,FLORIDA 34474 3 H-ie36 Meet.Rats,Fxd. Keymark Alum 1/18• WWW.CWS.CC 4 H-6052 SashToplBol.Rail Mlkran PVC 2111th' 3sfts° 2ua Itis Q& 5 H-6048 Main F►.,SH,w/Fin.,PVC Mkron PVC CORNER WELD 8 H-sD50 Sash Meat.Reil,PVC Mikron PVC (ALLSIDES) Ww PVC 7 4-6051 Sash side Ran,PVC Mikron PVC �- i• 1`6 H4RZ SLIDER 8 H-8049 Main Fr.,SH,w/Flg.,PVC Mlkron PVC PVC FRAME FUINGE-8Wt8 FlXEDRAIL-iB3S IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FINtiD48 i 10 P-3033 Screen Spring,SS Hurley 1 16ti6^—y 13tts' hc 11 P-3173 Screw 54pporl,PVC Team Plastic Rubtrer ' alis"12 P-3218 Screen Frame Allmotal RoilForm 7 o 13 P-3228 Screen Spline,.155 Dia.,Rik. Dapa 151x• i 518" t 5�ii 1511s^ Y to gY 1118 1116° 1116" 1118' pp 14 Pr1754 Screen Frame Comer K Allmetal Nylon � FIXED MEETING RAIL � q m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWEDOUT RFRA ER WITH OTOGE HE 16 P-3352 Set.OR.,85 Our.,ll8°x 518"x 2°Lg. FrankLave Rubber PVC SASH MTG.RAiL-s0S4 PVC SASH SIDE RAIL-8051 PVC SASH TOPIBTM RAIL-6052 PVC FIXED RAIL COVER-6063 ME i:6 Q 17 P-3429 Wstp.,0.270 x.187 back F1nSeal,G Ultrafab 0 18 P-35M #8 X 314 Square TEK 2 Zinc Fastenat Stasi alts` St8" fi"( z 52 zP 19 P-4730 #8 x 112"Truss PH TEK 2 ono Fasterml Steel f rel 20 P-3752 Cep Plug,112"Hole M&M Nylon t° 1 16116" 1116* a ¢ O 1116• }. roc z �j 21 P-5250 r Spring lack,Impact,PVC hilerl0ck SASH MTC.RAIL-1497 SASH REINF.-1899 j 22 P-47M Ronan,Tandem M&M Nylon r 9" -+ t S1i6 23 P-4051 #8 x 1 114 Ph FH TEK,Will. Fastenal Steel 314° 711W t 114" m `c Z 24 P-4069 Keeper,Impact,PVC Interlock e ... ^__!=� 7� 1/76 3776 vCv�vpRElM���h� 25 P-Qd79 Weep Cover wlFlap M&M Nylon �s v $•'T�jt�♦ PLAN VIEW-1999 HEAD IMPACT HOOK-1999 011 VP`.•y GEN 26 P-4638 108 x 21/2 Ph TruSS BMS Alex Steel S.B.RJ&&A.-1498 ROLLER TRACK-1776 ` No 55201 •Z 27 P-4958 lRot Lock Sullivan Dnc 28 P-4952 Keeper,Rotary Lock Suwon ZIM EO 311E 29 P-4959 Wstp„0.420 x.187 back FInSeal, Ullrateb di STATE OF j 30 P-4633_ Bartel Fastener Fastertal Steal Com' - I ns` WT.- = �''4�tie4 a A t�l;••��:Z' 31 S-1112 Reinforcement,Head Keymak Alum tilev 32 S•1498 Feint.S.B.R.1S.S.R, Keymark Alum S 616 L • �_ L 1116' PVC GLAZEBF1tD-6084 CatAZE BEAD-i i T2 yy 34 S-1776 Roller Track Keyma* Alum f^Z 35 5.1999 lFrame Hock,Head,Impact Keymark Alum PLAN VIEW-20DO PANEL IMPACT CATCH-2800 1�._�,,s-� 3/B• i Stili" 4111/2015 36 5-2000 lFariel Catch,Head,Impact Keymark AkanI}Llr' LUCAS A.TURNER,P.E. $7 S-5005 Anil Lift Mlkron PVC 3176 t.-+}--tPr tli6' Ills, FL PEh58201 38 5-6013 Sum.Adapt.,W Nib,PVC Mikron PVC ii PVC SCREEN CATCH-6013 PVC ANTIdJFT-60M 1239 dABARA AVE. 39 5.6014 Scm,Adapt.,PVC Micron PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288 PH.941-380-1574 40 S-6083 Fixed Reil Cover Mlkron PVC {.1 11B'y Eacn b 41 5-6064 Glazing Bead mom PVC s11s ` 42 GLASS SEE SHEET CARDINAL GLASS BOM AND EXTRUSIONS 43 Purtect Gime•H-,SikaFlex 552 Henkel/Sika Sgiatne, 1/T- PUCSCREENBUPPORT-6014 DRAWN BY: E ADE 10/10/13 CWS-871 B 33NE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063.78 UNLESS OTHERWISE NOTED. 1.2 SHEET 30F5 MIN.EMBEDMENT �/LKip�l(4l►!l (T TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ILj✓/I 1/4"MAX SHIM BY OTHERS VWNDl7W SYSTEMS ()raj MIN.EDGE DIST. SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 19DO SW 44TH AVE. SUBSTRATE BY OTHERS1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 W W W.CWS'CC MN.EMBEDMENT MIN.EDGE DIST, PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 8200 PVC IN INSTALLER INSTALLATIONANCHOR HORZ.SLIDER INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND - MIN.EMBEDMENT FLANGE BY INSTALLER 10'MAX SHIM SEE TABLE 1 IMPACT �n o PERIMETER SEALANT gyp`a W PERIMETER SEALANT BY INSTALLER a BY INSTALLER INSIDEANDOUT c INSIDE AND OUT INSTALLATION ANCHOR INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 w ¢ m SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND m FIN BY INSTALLER Z HORIZONTAL SECTION © HORIZONTALSECTION F O 6 TYPICAL JAMB ANCHORAGE �J TYPICAL FN ANCHORAGE N HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z W w 8 CL 93 1/4"MAX SHIM ¢U SEALANT BEHIND 5i FLANGE BY INSTALLER O 1515 O Z PERIMETER SEALANT MIN.EMBEDMENT m q BY ALLER INSIDETAND OUT SEE TABLE 1 r�? s SUBSTRATE BY OTHERS Q�+= NO 58201 z?�r SEE TABLE 1 MIN.EDGE DIST. $EE TABLE 1 A VERTICALSECTION 9� STATE OF 5 TYPICALSILLANCHOR .lA` ORL ? TABLE 1;APPROVED INSTALLATION FASTENERS 4111/2015 FRAMETYPE ANCHOR TYPE RUN.EMOMEW LUCAS A.TURNER,P.E. ISE CONCRETE(2.0 KSI MIN.) WIT TNN TAPCON 1-112' 1-118" FL PE S 58201 PERIMETER SEALANT— 1239 JABARA AVE. 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(265 KSI MIN.) 3116"ELCO ULTRACON 1• 1. INSIDE AND OUT PN.941-380 1574 FLANGE GROUT-FuCMU(ASTM 6.95) 3/16'ELCO ULTAACON 1_1/4 X1/2. (-D) HORIZONTAL SECTION S BOX FRAME INSTALLATION SHLET Ila 3/18"rFW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MN.SOUTHERN PINE(G-0.55) OR ELCO ULTRACON 1-318' 7/B' INSTALLATION DETAILS FLANGE 2X MIK SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1118" 7/8' FLANGE REMOVAL NOTE;PARTIALLY OR FULLY REMOVING THE FLANGE 16 GAUGE(0.060-)MN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: R FLANGE (33 KSI YIELD MN) TEKS SELF-DRILUNG SCREW THRU 0.060' 7116" ADE 10/10/13 1/8'ALUM.(5083-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.114•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 0 is v.: FLANGE 7ry6• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/6'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125• PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 871 B FIN 2X MN.SOUTHERN PINE(G=0.55) #B WOOD SCREW 1-112" 1/2' SHOWN FOR FLANGE WINDOWS. SHEET 1� 50F5