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Home My WebLink AboutProduct Approval (2) 1 7 7 5 Rear Property Address: 2852 Iroquois Avenue Ft. Pierce, FL 34946 170mph Wind Zone Exposure C Mean Roof Height 15 feet 2 Zone 5 Required DP For 15 Square Foot Opening+36.8/-48.6 Vasd Item# Product Size Quantity FL# Zone DP 1- CWS 8200 35.875 x 24.875 1 16736.1 4 60 2- CWS 8200 39 x 37 2 16736.1 4 60 3- CWS 8200 46.875 x 37 2 16736.1 4 60 4- CWS 8200 78.75 x 61.75 1 16736.2 4 60 5- CWS 8300 32.25 x 75 1 13010.4 5 67.5 6- Plastpro Sng Opq 24 x 80 1 15213.1 4 65 LEFT 7- AMI 5206 72 x 80 2 12323.23 4 50 2 RIGHT 6 3 Front 4 3 Florida Building Code Online Page 1 of 2 tiµ Florida pepanmentq BCIS Home Log In User Registration Hot Topics- Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links search BusinesJ Approval USER:Public Profess io ]Ul @j?' Regulation Product Approval Menu>Product or AoD4calion Search>Application List>Application Detail FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 11 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS-871B(HS-8200.74x63,IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8 obl%2fZm6T... 8/4/2015 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 Summary of Products F Model, Number or Name Description t 736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R1 II CWS-871B(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",DP+/-60 psf.Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.)d I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 Rl AE EvaIReD CWS-871B(HS-8200,74x63, Glass complies to ASTM E1300-04. IMP). df FL16736 R1 AE Ouanex(Mikron)NOA 12-1017 02.odf 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-869B(HS-8200 111x63,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, 111"x 63",DP+/-60 psf.Outer lite FL16736 RI AE DuPont PVB NOA 13-0129 27.odf In I.G. must be safety glazed when used above 30 ft. in FL16736 R1 AE DuPont SGP NOA 11-0624 02.Ddf HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE EvaIReD CWS-869B(HS-8200, 111x63. IMP .)df FL16736 R1 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes Back Next Contact Us::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 emalls 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: 7 ® ECfa:Y. M Sccuritylll:TRwv j.. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6T... 8/4/2015 GENERAL NOTES: �� HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. www.cws.cc 75 1/4'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74'MAX.UNIT WIDTH 3.CONFIGURATIONS:'OX","XO". HORZ.SLIDER 4.DESIGN PRESSURE RATING: IMPACT 33^GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n v INFILTRATION TEST PRESSURE AND GLASS TABLES -- -- -- I - ASTM E-1300-04. a O I I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 o I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Y w DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ 641/x^ m FLANGE B I B ANCHOR CALCULATIONS. Z HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT °�° O REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFF c v UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT "' Z w 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w ao o tr MAX. FLYING DEBRIS. o a UN O I wor HE GHT i 59 9116' 7-ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a z v SASHMAX USED AT FIXED MEETING RAIL AND HEAD/SILL. a = w HEIGHT U I i 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ O z 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: GLASS 6 I 6 X=OPERABLE SASH,O=FIXED SASH ,,,poll igoREVI, 'tip'. c 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 4 N,9'-.. 5 LOCATION. :J to I i I D I I 5 11.EXTERNAL W EEP SLOT=1/4"x 1'LOCATED 4"FROM BOTH ENDS. -- C I to SxATF OF :'4u` C A A -- Lucas A. i;�ss<O R 5r.," Turner 'h,foNAfill 'E ,,•. A GLASS DLO-12015-04-11 36 5116'MAX SASH WIDTH 15:18-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 SECTION NOTES&VIEWS&G GLAZING ONS DETAI........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG p: REV.: SECTION VIEWS&GLAZING DETAILS....2 EXTRUSIONS&B.O.M...............................374"x 63" +/- 60 PSF LARGE MISSILE IMPACT CWS-871 B ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 7 8 2 30 2 WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 #00, WWW.CWS.CC �- 8200 PVC HORZ.SLIDER IMPACT 2 ' � N F iz 1 39 p } W Q m SECTION B-B U Z 8 - 11 NOTE:FIXED LITE AT HEAD m 0 P— AND SILL IS SIMILAR. v o oO 31W W w O ¢ 19 o p a- (W7 Q 38 O 19 4 35 p < m W � 1 � U D 36 3 m Q O Z 41 M HEAD DIM OFSASHK(TYP) ,+�++y+I,iDR=4yrT�� 4 (ITEMS 35836) 7/8'OVERALL � GENSF••�^'�`� �.J: No 58201 %-A -1/8'ANNEALED or TEMPERED INTERIOR I 7/16•AIRSPACE ^='13. '01 I '9 STATE OF .07' I I 5/16'LAMI SWEEP LOCK(TYP.) 7F 1/8'ANNEALED lliffelt7NA�+ 43 ��J•��+` TOO YENGAGED N CANE FORCE WINDS. -M DUPONT PVB INTERLAYER LOCATED AT THIRD POINTS 1/8'ANNEALED xz 4 (ITEM 27) 4/11/2015 19 I PURFECTGLAZE'H' 13 n� 3 n� i 43 SIKAFLEX 552 LUCAFL PE TURNER,58 OIP.E. `Ill lUl 41 1239 JABARA AVE. 34 NORTH PORT,FL 34288 8 5 PH.941-380-1574 I 1/2'GLASS BITE SHEET DESCRIPTION: 0JI[ SECTION VIEWS AND __ __ �� GLAZING DETAIL 0 4 DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1;20 DWG#: REV.: SECTION C-C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1:1 SCALE: SHEET 12 20F5 PARTS LIST 31/8" .1 CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/g•� ��b 'l/ _ 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 112" WINDOW SYSTEMS IIS(IIS/l( 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 6 5 3 1900 SW 44TH AVE. 3 tH-605O Meet.Rail,Fxd. Keymark Alum d OCALA,FLORIDA 34474 1/16• W W W.CWS.CC 4 Sash Top/Bot.Rail Mikron PVC 211/16" 3 9/16' 21/8' 1/16" 5 Main Fr.,SH,w/Fin.,PVC Mikron PVC Q 1116 0 6 Sash Meet.Rail,PVC Mikron PVC �� LU CORNER WELD (ALL SIDES) S2OO PVC 7 Sash Side Rail,PVC Mikron PVC �- 1" 1.8 HORZ.SLIDER 8 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 75 10 1 P-3033 IScreen Spring,SS Hurley 1 15/16- �311 26 v �+-23116' �"''� 9/16' 11 P-3113 Screw Support,PVC Team Plastic Rubber F 12 P-3218 Screen Frame Allmetal RollForm 7 4 0 0 0 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 11 1 5I 8^ q 1 Fn 1 5/16' Y w 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16• I q 1116• 1/16• IL 1/76' FIXED MEETING RAIL w ¢ mLL SCREWED TOGETHER WITH 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone U Z OUTERFRAME 16 P-3352 Set.Blk.,85 Dur.,1/8"X 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 M F p 17 P73429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab o o U) 18 P-3539 #8x3/4"Square TEK 2 Zinc Fastenal Steel 6/6- 3/4' -I ¢ 0 w 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel r 0 3/16' I }—{- 2 a w a Q 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 'i 1 15/7x � 1116• w W Cc P-3783 or O L 1/16" }� ¢o Q 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 v p 22 P-4779 Roller,Tandem M&M Nylon I 6" 1 5/16- 23 1 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel r 35 7/16" 11 m ¢ Z -�{I 3/4' 24 P 4069 Keeper,Impact,PVC Interlock 7/8" 1/16" 3/16' �r 34 `�� OR `vr��' 25 P-4479 Weep Cover w/Flap M&M Nylon }— L'LsTzh• �sy �p y 26 P-4638 #8 z 2 1/2 Ph Tn1SS SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16' 1/16" .N�.ZjGP' 27 S.B.RJS.S.R.-1498 ROLLER TRACK-1776 `, No 58201 P 4958 Rotary Lock Sullivan Znc 28 P-4952 Keeper,Rotary Lock Sullivan Zinc FO 3116' *• * ' 29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab O tla' f-7I8"� =13STATE OF41 0 30 P-4633 Barrel Fastener Fastenal Steel31 1. 31 S-1112 Reinforcement,Head Keymark Alum I- 6" I ---j 516"f-- 7/� 9/1r6' �i�FS;•. R 1. 32 S-1498 Reini.S.B.R./S.S.R, Keymark Alum T— 3s 1/16" i�i�/ONA'E��`' 518" PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum L 1/16" 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 36 S-2000 Panel Catch,Head,Impact Keymark Alum 1/2' 11!8' 319',4 5/is•-{ 4/11/2015 37 S-6005 Anti Lift Mikron PVC 3116' 38 {iL I 37 LUCAS A.TURNER,P.E. �F- 3" - I--{—t/2' 1/,s• t/is" FL PE#58201 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 1239 JABARA AVE. 7- �V PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 39 S 6014 Scm.Adapt.,PVC Mikron PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288 PH.94 40 S-6063 Fixed Rail Cover Mikron PVC 1 1/8'-j SHEET DESCRIPTION: 1574 41 S-6064 Glazing Bead Mikron PVC sns" 42 GLASS SEE SHEET CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel!Sika Silicone 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG#: REV.: CWS-871 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCA-L : SHEET 33 1:2 30F5 WINDOW SYSTEMS 12 1/2'MAX.O.C.(TYP.) 1900 SW 44TH AVE. 3'(TYP') 4'MAX(TYP.)----��..!!��..{{--8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6"MAK(TYP.) 3,(�,P) SEE NOTE 2 SEE NOTE 2 W W W.CWS.CC 6"MAK(TYP.) 4-MAX(TYP.) r INSTALLATION 8200 PVC ANCHOR(TYP.) I HORZ.SLIDER I I INSTALLATION 8" I I I ANCHOR(TYP.) IMPACT MAX.O.C. (TYP.) 17" N F MAX.O.C. I 1 I I 1 I o 0 (TYP-) I O II X I I O I X I Y W W Q m U Z Imi � O I I I N W Z W aI a WW � 0 -- -- -- -- -- -- - - W _ U I o ¢ m ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) m ¢ O z P'NCE N(v,�G'��i JVP" 0. -a.. No 58201 :P :9 STATE OF ,W: NOTES: r O•. 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. rr'�i�� R... 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE ��4S�ONA�{ �� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015 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. 01 BE PROTECTED TO PREVENT REACTION. # A 123399 AVE.JABARA A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 10/10/13 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. DWG I¢: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B 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 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTERIOR DOORS) 1:20 4 OF 5 MIN.EMBEDMENT �JJ/7(�v //}� • TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS BY OTHERS .-I MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT 4ROB SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 0 8200 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT / SEE TABLE I HORZ.SLIDER SEALANT BEHIND J d SEE TABLE EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM iz PERIMETER SEALANT �METER SEALANT ooBY INSTALLERSTALLER INSIDE AND OUT E AND OUT INSTALLATION ANCHORINSTALLATION ANCHOR ANT BEHIND SEE TABLE 1 11 W < m SEE TABLE 1 FLANGE BY INSTALLER S NALANT BEHIND BY INSTALLER O Z HORIZONTAL SECTION �C HORIZONTAL SECTION _ M 1= 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE v p HEAD AND SILL SIMILAR FON FIN INSTALLATION w Z W cc: w O o � ❑ ❑ a w w pC U 1/4"MAX.SHIM p = w SEALANT BEHIND ❑ v O FLANGE BY INSTALLER m ¢ Z BYR STALLER��NT SEE TA13LEDMENT ,��a`PNpREty'"A. INSIDE AND OUT .` 5 G,V v No 58201 :�7T SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEE TABLE I q0 '�' :x VERTICAL SECTION %0S STATE OF ;l'Q 5 TYPICAL SILL ANCHORAGE .. ti'SiO`yNA;E��``� TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/ 5 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS 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, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG a: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 B FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5OF5 Florida Building Code Online Page 1 of 2 lit FlorldaDepartMen Cf BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Stall BCIS Site Map I Links I{Search Business Professio~al @USER:Publics UPseeroval Regulation Product AnDroval Menu>Product or Application Search>Application List>Application Detail FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Wli 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 2 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS-871B(HS-8200,74x63,IMP)-Pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6T... 8/5/2015 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 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R1 II CWS-871B(HS-8200,74x63.IMP).Ddf 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",DP+/-60 psf.Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.1?df I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 RS AE EvaIReD CWS-871B(HS-8200.74x63, Glass complies to ASTM E1300-04. IMP). df FL16736 R1 AE Ouanex(Mikron)NOA 12-1017 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-869B(HS-8200 11143,IMP).adf 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, 111"x 63",DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27.adf in I.G. must be safety glazed when used above 30 ft. in FL16736 R1 AE DuPont SGP NOA 11-0624 02.Ddf HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE EvaIReD CWS-869B(HS-8200, 111x63, IMP).pdf FL16736 R1 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes Back Next Contact Us::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: 7„1 ® iCheck ��,�©-. sceuritvst�ruics http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8 obl°/o2fIZm6T... 8/5/2015 GENERAL NOTES: V(Sa'(g 0m.0 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Vv1NDOWSYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT , 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZAND OC IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINEDFLORIDA 34474 W ALAALA,,FLFLORIRI IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER 1121/4"MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111'MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n v INFILTRATION.TEST PRESSURE AND GLASS TABLES a w 4915116' 245/8' ASTM E-1300-04. o o r GLASS DLO GLASS DLO 0 0 0 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w j l� r DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m ANCHOR CALCULATIONS. z I m z 641/4 I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL N O MAX I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT v o OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w z W FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE W/NDS AND w o O ¢ HEIGHT FLYING DEBRIS. a. o a w w Q 63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT o a 0 MAX. I �/ 5813/16" O I vUSED AT FIXED MEETING RAIL AND HEAD/SILL. a = w UNIT /` /� 5611/4"S SASH HEIGHT I DLO I D D GLASS 7 U Z DLO 8.SERIES/MODEL DESIGNATION HS-8200. m <1 O Rz g 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 59919116" C X=OPERABLE SASH,0=FIXED SASH `��P`ypREtv,�G��i HEIGHT I I 8 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��V�,;��C E N19 Qi�y�r I I I D LOCATION. :4 cn C I a 8 ��r; Nv 58201 11.EXTERNAL W EEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. = !� 9 t STATE OF .40 27 15/16' 6 C A 10�. 1 _� MAX.SASH WIDTH ��irFs'<. R��••Cj��`� LUCKS A. ""Z'0MA�E�```` Tumer 2015-04-11 Z 15:17-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS...........1 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS...3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: EXTRUSIONS&B.O.M...............................4 CWS-869 B ANCHOR SCHEDULE&NOTES................5 111"x 63" +/-60 PSF LARGE MISSILE IMPACT SCALE:INSTALLATION DETAILS...........................6 SHEET 1:20 1 OF 6 (000 WINDOW SYMMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8200 PVC 7/8'OVERALL HORZ.SLIDER 3/16'ANNEALED OR TEMPEREDIMPACT 7/8'OVERALL 1/4"AIRSPACE 118'ANNEALED OR TEMPERED to v 7/16'LAM[ 3/8'AIR SPACE o o H 3/16"ANNEALED, 5/16'LAMI .090 SENTRY GLASS IONOPLAST INTERLAYER 1/8"ANNEALED w ¢ m 3/16'ANNEALED .090 DUPONT PVB INTERLAYER cf) U Z 1/8"ANNEALED m O 9 PURFECT GLAZE'H" h SIKAFLEY.552 2 CW9 ZO w PURFECT GLAZE'H" CuLl v 9 SIKAFLEX 552 o p D- 11 1/2'GLASS BITE r CW7 U n (lull a = w 30 a Q 11 ' 1!2'GLASS BITE � U � m ¢ z30 `,:Opy:�"OEIYgG�Q� � opt ItiUll No 59201, O :9 STATE GLASS TYPE B 'O SASH GLASS :�fT�'.4OR1�P, ��• GLASS TYPE A y FIXED GLASS 4/11/2015 LUCAS A.TURNER,P.E. FL PE 11158201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: TEF 10/11/13 DWG#: REV.: CWS-869 B SCALE: SHEET 1:1 2OF6 INTERIOR 25 3 4 QCY5L4lU/m. WINDOW SYSTEMS 1 19 or 49 0 15 1 13 4 4 43 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 0� O 40 1, 8200 PVC HORZ.SLIDER IMPACT 11 8 3 2 5 6 17 18 B 1 SECTION VIEW D-D o 0 0 JAMB ROTARY LOCKS o } JAMB ROTARY LOCKS: w ¢ m 40 MAY BE SUBSTITUTED FOR JAMB cl) SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. LL O 1 0 -REQUIRED ON FIN UNITS. cc a o (q 45 `c W Z W 43 a w O Q Im- 0 a oW w Q U 31-37 46 ¢o a w 18 44 7 U O 16 m ¢ Z 11 50 -_ 14 HEAD IMPACT HOOK(TYP.) ` DREW•r�i�� MIDSPAN OF SASHES �� 5: CEN GR 6 (ITEMS 44&46) Z-4.* No 59201 INTERIOR =-o: a: '0: STATE OF JAMB IMPACT HOOKS(ITEM 42) OR ROTARY LOCKS(ITEM 23) �� 14 LOCATED AT THIRD POINTS. 4/11/2015 NOTES: g -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. 18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 1239 ABABA AVE. 9 7 JAMBS OF FN UNITSONLY ROTARY . NORTH MUST BE USED IN BOTH NORTH PORT,FL 34288 4 PH.941-380-1574 SHEET DESCRIPTION: 10 o Qo SECTION VIEWS 1 0 DRAWN BY: DATE: TEF 10/11/13 SECTION VIEW A-A HEAD IMPACT HOOK AND DWG#: REV.: JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 CWS-869 B SECTION VIEW C-C SCALE: SHEET ALTERNATE FIN FRAME 1:2 30176 PARTS LIST 31/8" "I CORNER CONSTRUCTION ) FH DESCRIPTION VENDOR MATERIAL 31/8' -1 �®M'Ve1/d Main Frame,SH/HS,Flange,PVC Mikron PVC 31/S' WINDOW SYSTEMSL�`��%(/J�Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 47 2 1900 SW 44TH AVE. Cover,HD Fixed Rail,PVC Mikron PVC 1/16 OCALA,FLORIDA 34474 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 211116' 1/16 39/16• �O o 1 7/8" t/1g" WWW-CWS.CC IRIZ 6 P-3342 Seam Sealer,SM-5504 Schnee SiliconeVr L CORNER WELD 7 S-1776 Roller Track Keymark Alum (ALL SIDES) 82��PVC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVCL 4- 1 1/8" 1.8 HORZ.SLIDER 9 1 S-6014 IScreen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 PVC FRAME FIN-6048 HD MTG RAIL-1681 IMPACT 10 1 P-4479 lWeep Cover w/Flap M&M Nylon 6 11 S-6064 Glazing Bead Mikron PVC 1 3/76• 5 12 H-6050 Sash Meeting Rail,PVC Mikron PVC �f—23116^ �� 23/ts^ o o ~ 13 H-6051 Sash Pull Rail,PVC Mikron PVC 1 1a 3 0 0 0 14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 15/8• 1 FEW 1 5/B• q 15116' Y w15 H-1497 Reinf.Sash Meet.Rail Keymark Alum I L I l 1/1s" 2 w ¢ m16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1/16" L lJ t/1 s" L U Z 17 1 H-1699 lReinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-605: PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 m = O 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr rJ 3/16" SCREWED FIXED MEETING RAIL v TOGETHER WITH ` > OUTERFRAME LLJ Interlock 1:8 o19 P-3783 Lack,Impact,PVC O 20 1 P-4051 1#8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel On w 21 1 P-4069 lKeeper,Impact,PVC Interlock s/6' r Q m 22 P-3539 #6 x 3/4"Square PH Tek,Wht. Fastenal Steel I� s I 15/76 1s 3/a' 7 a = w 23 P-4958 Rotary Lock Interlock 24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 4s L 1/16' 15/16' I -1 7/16' 7/a II�� m ¢ O 25 P-4952 Keeper,Rotary Lock Interlock 1/16" SASH MTG.RAIL-1497 }— Z PLAN VIEW-1999 HEAD IMPACT HOOK-1999 SASH REINF.-1699 ``,��P `O`REIy'��,�' 26 P-4779 Roller,Tandem M&M Nylon --{ 27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 0 3/16" 3116 13/a r 7/ts 1 7/a^ VPS;��OE NSF•.;Py'y 28 GLASS SEE SHEET2 CARDINAL GLASS O d �_ +� "0 l� = 16 J}��5��j No 58201 :-P 29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone 30 P-3028 Set.Elk.,85 Dur.,1/8"x 7/8"x 2"L Frank Lowe Rubber — 6' _I � 1/16• 1116' Lg. �5/8'j••- S.B.RJS.S.R.-1498 31 1 P-3218 ISCreen Frame Allmetal RoIlForm ROLLER TRACK-1776 q0 STATE OF ki 32 1 P-4754 IScreen Comer KeyAllmetal Nylon 5L -1/16' 1/4, 4� O R tOPrN��`� 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 f 7/8"1 isfONA4 � 34 P-3029 Screen Pull tab Summit 7/B I X1,8111111110%� 35 P-3033 Screen Spring Fla.Spring SS 0 3/16^ +— 9/16 36 1 P-3228 I Screen Spline Dapa O16 PVC GLAZEBEAD-6064 1/16' 4/11/2015 37 1 P-4772 IScreen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 1 P-3113 IScrew Support,PVC Team Plastics Rubber ^ ¢ 1 1/2'1 f-t 1/8•-{ FL PE#58201 41 1 P-3752 ICap Plug,1/2"Hole M&M Nylon 7 5ns" �L}— I 3/8' 1 5ns-{ 1239 JABARA AVE. � �� e I NORTH PORT,FL 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum t �� > 1/16• 48 PH.941-380-1574 7/8'I1 �L 43 S-1112 Reinforcement,Head,Jamb Keymark Alum I m 1116" PVC SCREEN CATCH-6013 160 05 SHEET DESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577 PVC ANTI-LIFT-60 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS 45 1 P-3748 1#6 X5/8 Ph FH TEK,Zinc,Painted Ajax Steel 7 7/e^-j 5/16' 46 1 S-1999 Impact Hook,Frame,Head Keymark Alum 3116.11 3" -i �1/2• DRAWN BY: DATE: 47 H-6048 Main Frame,SWHS,Fin,PVC Mikron PVC I I 9 ao T_ 1/16• TEF 10/11/13 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC T SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG 9: REV.: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 B 50 P-4730 1#8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE: SHEET 14,3 -39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 VVINDOvCG®�� WIPlDOW SYSTEMS 3'(TY" SW 44TH AVE. 6"MAX.(TYP.) 3•(TYP.)�� r]6 1/4_� � SEE NOTE 2 4•MAX(TYP.)�{ �8•MAX O.C.(TYP.) OCALA,FLORIDA 34474 MAX.O.C. I W W W.CW S.CC 6'MAX(l'YP.) I (Typ,) ' 4•MAX.(TMP.) . -- -- -- - -- -- -- INSTALLATION 8200 PVC ANCHOR"P.) HORZ.SLIDER 6 ' MAX O.C. i i i i IMPACT (TYP.) 17• MAX.O.C. (TMP.) X O X X O X °' W 000 1 w � U w m a m > O Z = � m O i I ANCHOR LAYOUT-(FIN) w o g cr ANCHORLAYOUT-(FLANGE) w w Q U U 7 U W H H m Q Z %0"Pp:OREbq� ,i. No 58201 NOTES: 0:, STATE OF :4(/w1 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �SaS'IOfVP�, 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 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 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 6. 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3•FOR MASONRY,1"FOR WOOD AND METAL. TEF 10/11/13 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. W70# REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 B 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 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(EXTERIOR DOORS) 1:25 5 OF 6 MIN.EMBEDMENT (f rf/J(� (9m.0 ® j'L/�/Q TYPICAL HEAD ANCHORAGE SEE TABLE 16L�BYINSTALLER SUBSTRATE V�VJ(riYN!(Y UL!(Y 1(j(1� BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIMSEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4'MAX.SHIM SEE TABLE 1 W W W.CWS.CC FLORIDA 34474 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT `� SEE TABLE 1 PERIMETER SEALANT SEE TABLE 18200 PVC BYINSTALLER INSTALLATION ANCHORINSIDE AND OUT SEE TABLE 1 HORZ.SLIDER SEALANT BEHIND SEE TABLEDMENT IMPACT FLANGE BY INSTALLER 1/4'MAX.SHIMaPERIMETER SEALANTBY INSTALLER v a a METER SEALANT QoeINSIDE AND OUT INSIDEANDOUT INSTALLATION ANCHOR Wo }EALANT BEHIND SEE TABLE 1 W Q m INSTALLATION ANCHOR FLANGE BY INSTALLER TSEALANT BEHIND to SEE TABLE 1 �� FIN BY INSTALLER 0 z / a l HORIZONTAL SECTION C HORIZONTAL SECTION LL N �6J TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE `* ❑ HEAD AND SILL SIMILAR FOR FIN INSTALLATION R w Z W W W p Q a a. 0 1/4"MAX.SHIM SEALANT BEHIND v 0 FLANGE BY INSTALLER u m ¢ Z BYR STALLER PEIMETER SEgLANT SMIN.EMB E TABLE MENT `�� PND`REW,`�� INSIDE AND OUT �,V�r?:V�O E(YSt,•G•Qti�� v t No 58201 '�-P SUBSTRATE BY OTHERS * * ;*= SEE TABLE 1 MIN.EDGE DIST. " SEE TABLE I q VERTICALSECTION �,pS STATE OF ;��/� 6 TYPICAL SILL ANCHORAGE ��F..4,0 R 110#1111� ,i��SS•i01V11 TABLE 1:APPROVED INSTALLATION FASTENERS O 4/11/2015 NT FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMEMIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 TT FLANGE CONCRETE(2.0 KSI MIN.) 3116" W TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1^ 1" INSIDE AND OUT PH.941-380-1574 rD1 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8" 7/8" HEAD AND SILL SIMILAR 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, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" TEF 10/11/13 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG k: REV.: FLANGE 1/6"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 7/16 INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 B 1/6"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. scALE: SHEET 1:2 60F6 Florida Building Code Online Page 1 of 3 Florida Deparnentof BCIS Home j Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map j Links j Search Busines Produt Prot 6? ��,USER:PublicUserApproval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail Ltyc j FL# FL13010-R3 Application Type Revision Code Version 2014 Application Status Approved 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 ]ay 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R 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 66 Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalRep CWS-373B(PW-$300. 120x48.IMP).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 http://vrww.floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDgvQEb8FEH60Vr... 8/5/2015 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 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products L# Model,Number or Name Description 3910.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,36"x 72". imits f Use Installation Instructions Appfoved for use in HVHZ:Yes FL13010 R3 II CWS-433B(PW-8150 36x72,IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +75/-75 Evaluation Reports Other:PW-8150,36"x 72",DP=+/-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRep CWS-433B(PW-8150,36x72. Glass complies to ASTM E1300-04. IMP). df FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150,CONTHDSL, Approved for use outside HVHZ:Yes IMP). df 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 must be safety glass above 30 ft.in HVHZ. FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-510B(PW-8150. CONTHDSL,IMP).odf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(PW-8300. 120x48,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:+70/-70 Evaluation Reports Other:PW-8300, 120"x 48",DP=+/-70 psf. Large FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Missile Impact. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-373B(PW-8300. 120x48. IMP). df FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300,72x76,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:N/A Evaluation Reports Other: Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf ft, in HVHZ.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-159D(PW-8300.72x76, IMP). df FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.pd Created by Independent Third Party:Yes Back Next Contact Us::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 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvQEbgFEH60Vr... 8/5/2015 Florida Building Code Online Page 3 of 3 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 clickbffp,. Product Approval Accepts: U WIN e`CFe:. M sccu't Au_q* C.4' c http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVr... 8/5/2015 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: ( � 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W 44TH AVE. E. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 1900 S FLORIDA E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCAL CW OCC 34474 DEFINED IN ASTM E 1996 PER THE FBC. 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3) 49 1/4' MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC 4B• 72" 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. IMPACT 451/8" 691/8" 4.DESIGN PRESSURE RATING: GLASS DLO GLASS DLO NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————————————— GLASS TABLES ASTM E-1300-04. o ------_ —_ IVE o oor- INFILTRAom : ASTM E-1300-04. o o pPOSITDESIGN LOADS BASED ON,TESTED PRESSURE,WATER wra I I 77 1/4• � � 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED w W �: I I MAX. I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR F- wY W¢ ¢W m OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z a U) 731/4" I I FLANGE II I II I LL aBU ULL c¢LLi Z MAX. ANCHOR CALCULATIONS. OVERALB HEIGHT FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT o o HEIGHT I I 7s I REQUIRED. ¢ ¢ W �O Lu O 72. UNIT O I w w MAXCC 7.ALL FRAMES ARE FULLY WELDED. a. is o a d MAX I I HEIGHT I I w w w w Q UNIT 8.SERIES/MODEL DESIGNATION PW-8300. ao 0 0 0 U) HEIGHT I I I I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: p p 73 1/8' I I •• 611118" I I GLASS I I O=FIXED SASH. p v m a Z D OSS 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR C I I LOCATION. ooP�yDREk. N0 582D1 :9 A--- A — -- ---------------- Lucas A.Tumer v- 6 2015-04-11 STATE OF 15:04-04:00 y�O��.F�D R zz 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2ANY 48��X 72 +/-55 PSF ADE 05/05/07 GLAZING DETAILS.................................3 SECTION VIEWS....................................4 NON-HVHZ +/- 65 PSF LARGE MISSILE IMPACT DWG P: REv.: EXTRUSIONS&B.O.M...........................5 72"X 76� CWS-159 ANCHOR SCHEDULE&NOTES.........6-7 HVHZ 67.5 PSF SCALE: SHEET INSTALLATION DETAILS.......................8 1:20 1 OF8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL'I o o rn !D iz: w FULL CIRCLE co a o o r c� o1nQ TOMBSTONE W Y W W I- W Q Q m 2 O U) U 0 U ¢ Z m ¢ LL U 0 v U o LL fn w U w Z / a a a 0~ w o W c Q Q < Q ¢ fn r 7 j 7DID 1/2 CIRCL0 E D U m ¢ Z OCTAGON JPp70REiM'TG,��, GEMg�..ALy�i TRAPEZOID No 58201 �9�: STATE OF NOTES: ,S'O too 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL # RECTANGULAR WINDOWS ON SHEET 1. 1239 JAIt AVE.A NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG M: REV.: CWS-159 D SCALE: SHEET 1:1 2OF8 1MINDOVd SYSTEPIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT o rn `m r ul F- O � a O ❑ W Y W W 1'OVERALL 1"OVERALL ~ W Q Q m z a In 3/16"ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED m o m ¢ O LL a LL U 1/2"AIRSPACE 3/8"AIRSPACE LL LL U 0 5/16"LAMINATED 7/16"LAM[GLASS ¢ w Q z p W w w w ¢ F 1/8"ANNEALED 3/16'HEAT STRENGTH W w o OC .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER c a < ¢ � 1/8"ANNEALED 3/16'HEAT STRENGTH > j > j ❑ U m ¢ O PURFECT GLAZE"H" 6 PURFECT GLAZE"H' Z 6 SIKAFLEX552 SIKAFLEX552 `ttutmlrrgrr 3 -DREW 1/2"GLASS BITE 1U 1/2"GLASS BITE `�.GQ�;��GENS��--.��,� 10 :J of x < Z-,J* No 58201 7 7 •a= 'P STATE OF GLASS TYPE A GLASS TYPE B 4/1� LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX SIZE DRAWN BY: DATE: TYPE W X H ADE 05/05/07 DP +/-55 A 48 X72 DWG R: REV.: CWS-159 D DP+/-67.5 B 72 X76 SCALE: SHEET 1:1 30F8 3 4 WINDOW V(9t9til1(Y SYSTEMS 1900 SW 44TH AVE. LTJ OCALA,FLORIDA 34474 W W W.CW S.CC INTERIOR 7 6 8300 PVC s 9 9 s PICTURE WINDOW e 8 IMPACT 7 7 1 � o oai �i izzw Q N O O Q 10 o O a c ❑ LL Y W W W ❑ ❑ } I- W Q Q m 11 8 92 O z SECTION VIEW B-B m ti i m s 0 LL LL U _ j N W N W Oita W U cc W Z Q a ¢ a aw a w w O Er a cn 7 7 a ❑ INTERIOR ❑ O m ¢ O Z dttuRosillp� EIV T X11 G'A�y: -J..' No No 58201 '�9^ 11 B 9 � NATE oP• ��+� •�0R�Q• 10 ❑ z�- LUCAS AA.TURN.TURN ILJ� ER,P.E. FL PE#58201 —— 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A-A DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 -DWG-9: REV.: CWS-159 D SCALE: SHEET 1:1.33 40F8 PARTS LIST FRAME CORNER CONSTRUCTION ® ITEM PART# DESCRIPTION VENDOR MATERIAL ' ` WINDOW SYSTEMS Va 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC www.cws.cc 3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC 4 H-60066 FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNERWELD(ALLSIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC I SCALE I:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX552 HENKEL/SIKA SILICONE m 0 o m io n 111 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 IGLZ BE., FXD. (1" O.A. I.G.) MIKRON PVC U_ `1 W W W Yw L O 11 GLASS SEE SHEET 3 I- W ¢ ¢ oD z oU) U O v c z m a LL t 0 _...-31/8" 31/8 .... j a o o LL (n O O W W 2 Qcr a ¢ a a d Lu w o CL 1 2 3 4 5 �a r U < a U � a a a a W 21/16" 1/16" 1/16' _ O U m ¢ Z 2 7/8" 41 v: No 56201 :fit PVC FRAME FLANGE-H-6006B STATE % PVC FRAME FIN H-6006A 1/4" 4/11/2015 LUCAS A.TURNER,P.E. 1lt6" L 112- 3" FL PE#58201 7/8" 10 1239 JABARA AVE. Z 3/1 6 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 D SCALE: SHEET 1:1 50F8 aug (9m.0 4'MAX(TYP.) .{----�8"MAX O.C.(TYP.) 1900 SW 44TH AVE. 6-MAX.(TYP.) WINDOW SYSTEMS SEE NOTE 2 4'MAX(TYP)- SEE NOTE 2 6-MAX.(TYP.) W W CW S.CC- - FLORIDA 34474 ————————— —————————— I I I I I I I I 8300 PVC I I B' I I PICTURE WINDOW MAX O.C.I IMPACT I (TYP.) I I INSTALLATION INSTALLATION I I ANCHOR(TYP.) ANCHOR(TYP.) MAX O.C. I I I I m y ao (ryP') I I I I I I ommnui I I M N O O F I I I I LLYww I I I I w2 ❑ ❑ >: I I I I H w ¢ ¢ m I I I I U 4 0 ¢ z LL Qm U 0 I I I I � 2 U5 I I I I � . wzoir I a w a F- - —————— p p QO cn a a a a w ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ❑ U m ¢ z DP+!-55 PSF DP+/-55 PSF `ttt►tUf Hfpfff' � %` P�10RE4y, 1 .�CENS�.n��i No 56209 '�9 NOTES: � STATE OF O 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. R ( ) "Joel 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 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 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 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 8. 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1'FOR WOOD AND METAL. ADE 05/05/07 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 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 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 WINDOW SYSTEMS 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) �j-7 5/8"MAX O.C.(TYP.) SEE NOTE 2 4-MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX(TYP-) I WWW.CWS.CC ——————————————— ———————————————— I I I I 8300 PVC i I I PICTURE WINDOW 75/6" I MAXO.C. j j IMPACT MAX .C. I I (TYP) I I I I I ^2 _ _ O I I I � W CO N O O F- O O O ❑ I I INSTALLATION I I INSTALLATION O I ANCHOR(TYP.) I O I ANCHOR(TYP.) W Y w w „ I I I I ~ w ¢¢ m I I I I mom ¢ o I I I I ^ LL � LLU)N R N W Z > � w ¢ z O W w w w w w o w o Q I I I I U) I I I I W > > > j ❑ ____________ ❑ U m ¢ 0 z ANCHOR L Y 85- (FLANGE) ANCHORDP+/A 5OPSF (FIN) ��+P�WR€W�tUrir v� No 58201 '�'P r pro: 9; STATE OF 4 NOTES: OT. O R 1 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. Jai%SS� ...... 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 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 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 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 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAM/DMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(E)CTERIOR DOORS) 1.20 7 OF 8 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. �(' SEE TABLE 1 BY SEE TABLE SEE 1 OCALA,FLORIDA 34474 SEE TABLE I I 1/4"MAX.SHIM WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST.SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATISEE TABLE ON ANCHOR PICTURE WINDOW BYINSTALLER I ❑� MIN.EMBEDMENT INSIDE AND OUT SEE TABLE 1 IMPACT SEALANT BEHIND o I—I ❑ FLANGE BYINSTALLER 1/4"MAX.SHIM tO o rn n W ❑ PERIMETER SEALANT oco a o o F- PERIMETER SEALANT BY INSTALLER o o a o BY INSTALLER INS DE AND OUT INSIDE AND OUT INSTALLATION ANCHOR LL Y w w SEALANT BEHIND SEE TABLE 1 F w Q Q m FLANGE BY INSTALLER SEALANT BEHINDz a to FIN BYINSTALLER v 4 v is O INSTALLATION ANCHOR �81 HORIZONTAL SECTION HORIZONTAL SECTION c LL 8 SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE LL HEAD AND SILL SIMILAR FOR FIN INSTALLATION N ¢ a w Z 9 i W i2 z 0 cc a ¢ a wa d CC C3 d w o cr a a a c) ❑ d n p n w > > 7 ❑ 1/4"MAX.SHIM ❑ U m Q Z SEALANT BEHIND FLANGE BYINSTALLER O pAD RE W r rri PERIMETER SEALANT Ng'•y�Q�! BYINSTALLER MIN.EMBEDMENT V �, .,�(.�. INSIDE AND OUT .SEE TABLE 1 v No 58201 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. 9 STATE OF .�y SEE TABLE 1 o K\ •�� SEALANT UNDER SCREW A VERTICAL SECTION ��r�S•C ' �° HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE r''rrs/ONAI-E��`� ❑ nn %tillnttp u� 4/�2 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 1-1/2" 1-1/8° 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'[TW TAPCON 1" 2" BYINSTALLER 'z 2.85 KSI MIN. PH.941-380-1574 FLANGE CONCRETE 3/16"ELCO ULTRACON 1" 1' INSIDE AND OUT ( ) D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2' 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"[TW TAPCON 13/8" 7/8" HEAD AND SILL SIMILAR 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, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR FTW FULLTREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW TRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG k: REV.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW TRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 r lullutt D ullulllg I.UUC v111111C i agv i v.L I OF Ile d , 44 t r r t a �^�-•...� _r�4 ,,,'i�,.�,,� °�" I�;. sS�Rs ,r: E„'s': k.ah ; :�:. a i j bilda Depertmentc! BCIS Home~� Log In j User Registration j Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links j Search 1 Businesrr ) Pro ProfessioYial ! �USER:ac User umlApproval Regulation Product Approval Menu>Product or Aoollcation Search>Application List>Application Detail FL# FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance'Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. € l Validation Checklist-Hardcopy Received Certificate of Independence FL1S213 R2 COI CERTIFICATE of INDEPENDENCE Ddf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 8/10/2015 noncia tsunamg uocae unime rage of D Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page '/ Pagel/2 FL# Model,Number or Name Description 15213. a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.1 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213J.pdf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.2 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.2.odf additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS213 R2 II Inst 15213.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.3 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.3.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 Ii Inst 15213.4 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.4 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213 5 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgv3yVVKJZI Q... 8/10/2015 rionaa tiunaing uoae unnne Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.5 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.5.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door- Grain/Rustic/Mahogany Series Inswing/Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.6 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.6.odf additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. 15213.7 g.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.7 for Design Pressure Ratings,any FLIS213 R2 AE Eval 15213.7.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.8 h.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.8 for Design Pressure Ratings,any FLIS213 R2 AE Eval 15213.8.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.9 1. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series "Snap Frame"Glazing-Inswing/Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.9 for Design Pressure Ratings,any FL15213 R2 AE Eval 152119.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.10 J.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213,10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.10 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.10.odf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.11 k.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Fiberglass Door (OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.11.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.11 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.11.ndf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.12 http://w'ww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 8/10/2015 P lorlcia tsunaing Loae unnme rage 4 or I. Smooth/Wood Grain/White Wood 68"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame"Glazing-Inswing/Outswing(XX- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.12.odf any additional use limitations, Installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.13 m.Smooth/Wood Grain/White 6'8"Non-Impact"Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Series N Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.13 for Design Pressure Ratings, FL15213 R2 AE Eval 1$213,13.odf any additional use limitations,Installation instructions and Created by Independent Third Party: Yes product particulars. 15213.14 n.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.14 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.14.odf any additional use limitations,Installation instructions and Created by Independent Third Party: Yes product particulars, 15213.15 0.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.15 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.15.ndf any additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. 15213.16 p.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO Fiberglass Door -Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.16.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.16 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.16.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.17 q.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Lip Lite"Glazing-Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS213 R2 II Inst 15213,17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.17.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.18 r.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.18.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 8/10/2015 norlaa nunamg i-oae vnnne rage j Ui j Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:INST 15213.18 for Design Pressure Ratings,any FL15213 R2 AE Eva] 15213.18.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.19 s.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213,19.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design'Pressure:N/A Evaluation Reports Other:INST 15213,19 for Design Pressure Ratings,any FLIS213 R2 AE Eval 15213.19.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.20 t.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213,20.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:INST 15213,20 for Design Pressure Ratings,any FL_1.5213 R2 AE Eval 15213.20.Ddf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. Go to Page Page 1/2 Back Nest Contact Us::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 mall to this entity.Instead,contact the office by phone or by traditional mall.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: ® eC6eck sccuri +nrrxics , http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 Q... 8/10/2015 10 astpro M yeti pl = . y�� =d 5200 W. CENTURY BLVD. Z 0- o w' rpm+ '2dn LOS ANGELES, CA 90045 �' •.. 'S t a 37.50'MAX:,OA. �i ' �� >>n°f FRAME WI[)TH � �4y, �c P `p�� z U N v Smooth / Wood Grain/White Wood Grain E. = Z. m S Rustic/Mahogany a a N a m a a Series Fiberglass DooroZ �w -INSWING/OUTSWING 8 �' -- --. ,,impAcrI" Z 521-02 . O OJ tE O Q U` x 20 02 CO GENERAL NOTES < 0 Sw C 1. This product has been evaluated and is in comprance with the 5th Edition, p o n am o a (201`4)Florida Building.Code[FBC)structural requirements excluding the"High x 0 Ig, aVelocity Hurricane Zone"(HVHZ). 8 c Y} 2. Product anchors shall be as listed and spaced os shown on details.Anchor m m embedment to base material shall be beyond wall dressing orstucco. 3: When used in areas requiring wind bome debris protection this product complies with Section 1 b09.1 2 of the FBC and does Hist require an impact o resistant covering.This product meets missile level'D'and includes Wind Zone 4 N z as defined in ASTM E1996 and Section 1609.1.22-of the FBC. W 1 4. For 2x stud framing construction,anchoring of these units shall be the same as o that shown for 2x:buck masonry constilietion. F a 5. Site conditions that deviate from the details of this'drawing require further S engineering analysis by a licensed engineer or registered architect. r, J TABLE OF CONTENTS I I I Io m Fo Z SHEEf:# DFSCRIPROIJ OVERALL —Z p 1 Typical eleJation,desi"n P ressures;&general notes > RESIGNPRESSURE(PSF) o YP 9 wTe 02/16/12 3 2 Dow panel.details SIHINC* FRAlvIE c 3 Horizontal cross sections DIMENSION POSfTIUE L1fEGlTIVE scAr£ N.T.S. owc er JK m 4 Vertical cross sections 5 Buck and frame anchoring-2X buck masonry construction INSWING, 37.50"x 82:00" +65.0 -70.0 cru.Em LFS 3 a m - ORAW HO NO.: C 6 Frame anchoring-IXbuck mcisonry.corutructionry 7 Big of materials&components OUTSWING 37.50"x 80.37" +65.0 -65.0 FL-15213.1 0 O .... - SHEET_I OF 7 d RACllents\Plastpro,Inc PERMANENT\Florida Product Approvals\FL.15213\C-Drawings\Current\FL•15213.1-,B.dwg,2.1 79.25'MAX:DOOR PANEL HEIGHT' N-+ eV a o a O a o �0 00 a N --I 1.20" r 00 s� x 0 0 0 1.58" •+I ti M 0 0 x I "1.58"—•1 A '.d ...I m z �;z Qm L o� vA a m � � g ail—moi 1.68" N. A tJ N O N N M A C EL y N m Z .o ``,c,Tt ITIFF/IIS'' / No.43409 .'', g' PRODUCT: Doaumente Preetl W.�D•-• INIS Lyndon F: Sohmtdt / S •.....•- GPLASTPRO �� Z �, FIBERGLASS IDOOR Ln o P.E. No. 43409 �i,�s�-'•p�yALt \�� it I BUILD Iv W X tp 1 4 22'IS UPDATE.70 STH ED. 2074 FBC JK PART OR ASSEMBLY: P.D.Xw ox CONSULTANTS. INC. N NO' DATE DOOR PANEL DETAILS P•0•.'Box 230, VDlrlDo, FL 33595 BY Phone No.: 913.659.9197 REVISIONS FBPE C.A..�No. 9813 ® I.R.W.BUILDING CONCULTANTeINC. MClients\Plastpro,Inc PEAMANENi\Florida Product ApprmaIAFL-15213\C-Drawings\Current\FL-15213:1.B.dwg,31 Z b , �0S o nM a v�O: y?�4 3.CA ;d a tytt p.. P H O ,a d a. q. A ey �y a r4 Cm A _. z f x t V C$' n O co 0 cm cm is O Q z _ mm M m 20Z A: , � r 00 0 ;v m 0 tis`. #s 3► v LJ is N N.� O N' y..�yf 4 'O N OSV4 Q31. ...Q r) t+�T W to N N C4 rm W w 0 1t11tlttftltt V,••�30�� r'"'r j No.43409 �2 rir PRODUCT: Dooumenta PreParea. •.•/ ORID r .�•' v r� 3 r a C, PLASTPRO.INC. P Ea No 43409 Idt rjr �Ys.......... 1w i FlBERGIASS DOOR_ '�IglQ Ali\ o rw'' 4 rn -04/-227-15 PART OR ASSEMBLY: ,/��} BUILDING CONSULTANTS. INC. 1 04 22 15� UPDATE 70 5iH 6D.,(201'4'FBC JK " P.O. Box 230, Valrloo, FL 3'3595 1" N N0 DATE gy HORIZONTAL GRDSS 5EG7fQfVS Phones No.: 813.559.9197 REVISIONSI FBPE C.A..No. 9813 0 201'2 R.W.sumowe Oo"suwrANT wo. R'\Clients\Plastpro,Inc PERMANEN7\Flodda Product Approvals\FL-15213\C-Drawings\Current\FL-15213.1•.8.dwg,4.1 0 �+•�•' A OM ° ¢ e 0� `0< ' v rN. b N �rnm m IiI j^� 22 A A' °4 ° N• ,a. 4 W 0,15' v M C'SfNK PP.) Wbf'MIN. EMB.(TYP) In CD Ja N Zt O r x a m ° rn 0 r rp 0O Z m p N °' N N 0 i 0 z ro o I .p r 1-114" IN, EMB.(TYP.) \\1t411.Iaf144' N0.43409 zle rs a PRODUCT: DocumeFla;Prepared�'1.i ,�•: �ro x P Lyndon F. Schmidt FIBERCtTPAS5 DOOR P.E. No. 434U9 4 e N PART OR.ASSEMBLY: �t{�7� BUILDING CONSULTANTS, INC. w (Jy f 0-472-271-5 UPDATE TO STH ED. 2014 FBC JK tl t T P,0. Box 230, Valrleo, FL 33595 `I ro!NO DATE BY' VERTICAL CROSS SECTIONS Y phone No.: 813.659:9197 REVISIONS FBPE C.A. No. 9813 ®20 12 R.W.BUILDING CONSULTANTS INC. rlunud Dulluin %—uuu%J111111C 1 as%. 1 vi -r a,� fF z n Florida DepartmentCf BCIS Home Log In User Registration i Hot Topic i Submit Surcharge Stats&Facts ( Publications FBC Staff SCIS Site Map i Links Search Busrines - Prorel`IQI 'a. Product Approval I Ssi --� USER:PubIlcUser Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail ( FL# FL12323-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived G Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls,OH 44223 (330)922-2108 mfernbaugh@alslde.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By - Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL12323 R4 COI Certificate Of Independence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2004 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12323 R4 Eauly Eouivalenct Of Standards.odf Sections from the Code hq://www.florid.abuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuar gJ5yf... 8/5/2015 rloncia bunamg Loae untme Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products Go to Page O Page 2/2 FL# Model,Number or Name Description 12323.21 u.Series 5200 Model 5203,5209, Extruded Vinyl Sliding Patio Door with Sill Riser-(XOX 5210,5212 Configuration-Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use In HVHZ:No FL12323 R4 II Inst 12323.21.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.21 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.21.odf any additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. 12323.22 v.Series 5200 Model 5202,5205, Extruded Vinyl Sliding Patio Door with Sill Riser-(XO or OX 5206,5208 Configuration-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.22.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.22 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.22.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes o articulars. 2323.23 w.Series 5200 Model 5202,5205, Extruded Vinyl"Impact"Sliding Patio Door-(XO or OX 5206,5208 Configuration-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.23.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 12323.23 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.23.odf any additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. 12323.24 x.Serles 5200 Model 5203,5209, Extruded Vinyl"Impact"Sliding Patio Door with Sill Riser- 5210,5212 (XOX Configuration-Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.24.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.24 for Design Pressure Ratings, X12323 R4 AE Eval 12323.24.pdf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 12323.25 y.Series 5200 Model 5202,5205, Extruded Vinyl Sliding Patio Door with SIII Riser-(XO or OX 5206,5208 Configuration-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12323 R4 II Inst 12323.25.0df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.25 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.25.odf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 12323.26 z.Series 6400 Model 6402,6405, Extruded Vinyl Sliding Patio Door-(XO or OX Configuration- 6406, 6408 Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.26.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuar gJ5yf... 8/5/2015 Florida Bulldmg Code unline rage s or 4 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 12323.26 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.26.odf any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 12323.27 za.Series 6400 Model 6403,6409, Extruded Vinyl Sliding Patio Door-(OXO Configuration- 6422 Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.27.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.27 for Design Pressure Ratings, FL12323 R4 AE Eval 12323 27 odf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 12323.28 zb.Series 6400 Model 6404,6412 Extruded Vinyl Sliding Patio Door-(OXXO Configuration- Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12323 R4 II Inst 12323.28.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.28 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.28.odf any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 12323.29 zc.Series 8400 Model 8402,8405, Extruded Vinyl Sliding Patio Door-(XO or OX Configuration- 8406,8408 Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.29.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.29 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.29.odf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 12323.30 zd.Series 8400 Model 8403,8409, Extruded Vinyl Sliding Patio Door-(0X0 Configuration- 8422 Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.30.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.30 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.30.odf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 12323.31 ze.Series 8400 Model 8404,8412 Extruded Vinyl Sliding Patio Door-(OXXO Configuration- Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.31.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.31 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.31.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 12323.32 kz406,9408 f.Series 9400 Model 9402,9405, Extruded Vinyl Sliding Patio Door-(XO or OX Configuration- Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.32.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.32 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.32.0f any additional use limitations, installation Instructions and Created by Independent Third Party:Yes product particulars. 12323.33 zg.Series 9400 Model 9403,9409, Extruded Vinyl Sliding Patio Door-(OXO Configuration- 9422 Nominal 12'0 x 8'0) F of Use Installation Instructions ved for use in HVHZ:No FL12323 R4 II Inst 12323.33.odved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarj gJ5yf... 8/5/2015 rioriaa inunuing t.oae vrnine rago-r Ui-r Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.33 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.33.Ddf any additional use limitations,installation Instructions and 'Created by Independent Third Party:Yes product particulars. 12323.34 zg.Series 9400 Model 9403,9409, Extruded Vinyl Sliding Patio Door-(OXO Configuration- 9422 Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.34.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.33 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.34.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 12323.35 zh.Series 9400 Model 9404,9412 Extruded Vinyl Sliding Patio Door-(OXXO Configuration- Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12323 R4 II Inst 12323.35.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 12323.34 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.35.Ddf any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. Go to Page 0 0 Page 2/20 0 Barb Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 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 mall.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 emalls 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: 0 ®R r_ M sccuritcall�-r,acs• http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarj gJ5yf... 8/5/2015 ASS MATERIALS ATERIALS ° ; o r 1 N C O^ R P t O R —A T x�E D _U: 3773 STATE ROAD z k:.�o . �m CUYAHOGA FALLS, OH 44223 �' o 0 m ,,�� 5, 6 94.50"MAX..OVEKALL FRAME WIDTH ��4rn n .\y;`O o M°0 z 0 C4 SERIES 5200 47:5"MAX.PANfi,. xzq o.. WIDTFI p E m z m° a v MODEL 5202/5205/5206/5208 40.es'WIDTH . s m a a0 OL V . _. _.... - E:.oz EXTRUDED VINYLtq SLIDING PATIO' DOORSto z e /►pryr , r IMi�`A�41 `z JO p¢J j0 Z.W p0Z "I GENERAL NOTES �a 4Jltn n� N wy �2 U 1. This product has,been evaluated and is in complance.vrith the 5th Edition (2014)Florida Building.Code CFBC)structural requirementsexcluding'the."High W = < a Velocity Hurricane Zone"(HV.HZ): M J o a a ,= -4 2 Product anchors shall.begs;lsted.andspace-dasshownon>deiails.Anchor X embedment to base material shall be.beyond wall dressing orstucco. > O 3. When used in areas requiring wind borne debris protection thisproduct b: compleswith Section 1609.1 of fhe.FBC and doesnot require an impact a a resistontcovering,This product meets missile. "D"and excludes WindTone a o z 4 as:deflned in ASTM E1:996 and Section 16W.1.2.'Zof WL-FRC. w 0 4. For2xstud framing construction,anchoring of these units shall'be the some as that shown for 2-'buck masonry construction. W a 5. Site conditions that:deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect., LL u, a N r = iABIE OF CONTENTS p o ^Z U SNEETO DESCRIPTIONDATE: 12119111 = 1 Typical''elevafion,design pressures&genergl notes r3VEREt)1 IrIAj( MAk DESIG1t1 PRESSURE(P� :. n FRAME` FANEC p;,o scAiE: 2 Horaonfaland vertical cross.sections MEfJS10N DIMENSTOIJ i�1141EN310N ^, .POSrr►VE NEGATIVE; owl.By.. {(y m 3 Horizontal and.vertical cross sections aac.Br: LFS 4 Buck&frame anchoring 94;50"x 94.50" 47.5!'X 90.0" 40.88"X 83.88" +50.0 -50:0 5 Bill of Materials,glaring detail&.componentsoeFL-WING FL-12323 a SHEET I OF 5 N r R.'\Clients\Assodated PERMANENT\.Iodda:ProducKApprovals\FL-12323 Extedor Doors.•Sliding Exterior DoorAssemhlies\C-Drawings\FL.17.323:(2014)`FL-12323.204i.dwg 23 2, m' v .e . W � ul �Z A m.P .° �•Z ca n A �c 0 N I G) m Ich Z ° ° cn k ww 4 O Nw a o CN n.. Qn =x a O Z 00 tJ PQ N A tJ IO W Q � � 1 y o $ �Z q.• � - -,. � _/Irf,/_.:LLt 1111I1I1 W c' z �'+ ��• V ucFxe� �� A m N: a NoA3409: 1,1/4•MIN. 1� Erne.:tnP.l :,b EM@..(TYP.) Q PRODUCT: -occumente Prepared,%n i EXTRUDED.VINYL. Lyndon'F..SehmldE ��r �ZOR1D�`'• �� SWDING PATIO DOORS P.E.No, 43409 /,,1QINALj1 \� �AIjA,jL'OR'ASSE:MBLYtT OR'ASSEMBLYtBUILDING CONSULTANTS, INC. * VJ 1 .1/27/15 UPDATE T0:5TH ED,':2014 FBC JK '��P.O Box 230-, ValHdo; FL 33595 w 5 NO DATE BY HORIZONTAL & VERTICAL phone No.: 813.859.8197 REVISIONS GROSS SECTIONS Fbit C.A. No. 9813 0 2131 1 R.W.BUILDING 13ON6l1LTA 8INC. NOTF--StteetMetdl Screws must peneirote ihraogti pt leas min.of 94hreods t lwo (21.sheets of metal tytalntaln a minhium . 518'edge drsiance. Co W=7 z �c`O� 6`m, - L m n 31 //i� `�� j C X 2 2 ��ttn ...Of , ` y ri )� z o m o. O O - O 6 /'111 . U N o Z: .` .. 31, 26 29 s 30 . z ;z E Em mm • 0E $ya Sora Z O T m m d a a ry � a 0 25 3 24. OU D0. O O 30 h�3 E 9 Z 4 o Tit ^K� ei27 I 2� 4 D P . I 28 P 5 G1 =o WF 28 4 HORIZONTALCROSS SECTION o` 1-W M..IN. G1, 3 Shown w/Steel Stud framing option �N � EM13:(I7P:) 5 HORIZONTAL CROSS SECTION: z, N" 1-3/16"MIN 1-1,14-MIN. til y o 0 a fN ) 3- W%Strap Steel Stud framitng:option .p EM (TyP.). ¢ _ EMB, P; 0 a a g4$ INTERIOk' A.. m 18 G: a` 48 Gl 5 50. 52 47 H 26: 4', . 1:9 51 5 9, o 46 N 27 Q o 00 10 0 •. , oo S3 � 18 .17 O ® O 11 0 � LL S 53 21 0 9 Q oo a a o 14 T O. 20 a T5 12. a m - OKIo DAIS 12''19 11 z 39, IXfERIOR g � N.T..S: D DWG.sr; KV m E C 42 23 cwc ar: LFS 3 B 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION. 3 VERTICAL CROSS SECTION DRAWING Na: � 3 2Lq Buck 3 SVh�Sfnp/lX'sub-buckOption 3 W�oswfrnpw/DtrecttoMasonryoption FL-12323.23 6 sxrar 3 6P 5 d %p �'ci M 'J7 ' F;0.p m Z Q dm to r(rirP.JIF Illfll 11 1 o n`m i y C 12 0`MAX.O.C. 120'MAX.O.C. �P m N 6 IT 4"(iYP.) 5 J,Y J 5225` E Q z m=a 25 P. VIII... �. y HU 9lifi f3 I I O C Z D I'I I I U ECT TO G TX BUCK I I DMASONRYV- -F j I m 2X BUCK WlANCHOR I I .O 1'X BUCK p W/ANCHOR I I STEEL STUD K O I I' 45 STRAP I� � iI HEAD&JAMB(TYP.) I I HSTRAP EAD&JAMB � u± II HEAD&JAV,B(TYP.) N To ti 2X BUCK �VEETINGSTILE I ` ''� II I �So q,z M I I SHOWN FOR 3 I1 REF.ONLY SILL P.) SILL P.J -L Li } �o o II P II MEETING STILE + F II MEETING STILE � oaa. MASONRY II MASONRY Lt F SHOWN FOR � MASONRY STII SHOWN FOR OPENINGOPENING ONLY OPENINGWRAPCHORWW/ACHOR II . REF.ONLY S wN �m � 0 a II II II 0 a g BUCK ANCHOR[W FRAME ANCHORING FRAME ANCHORING a 2 MASONRY 2X (IJP Steel Stud Direct to Masonry) z c C O W Ln N. h Cr CONCRETEANCHOR NOTES. 1.Concrete anchor focotiom at the corners moyba adlustedto mamtam fhe min. 4 9 edge c0fonce.'to.mortarjoints, a_ 2 Concrefeanchorlocahons-notedas 'm .MAXONCff4T ustbe.adjusted:.to - _ . a .: momfo n the m n;edge distance fo maria{joFn"ts;ddd1Hondl concrete anchors z v T_aybe'required to ensure the AMAX ON CENiER"d mens on are not exceeded: a s a Concrete,dhdboftob/e,•' o ;'ANcfioR AI� 1toR MtN TIN c>�ARA�tCtINkEAR/#NC� "_ TO MA ONRY TOAWAO? o a LL ;T{'Pf t SIZE tYl$BOM�NT? § tlT . a NCHoR...,,' Z z oet>T.P.1,21-19111 Irw TAPCOtJ® 1/4" 1=1/4" 2" 4" sr r• N T.S. 3 a ELCO 1/4" 1.1/4" T" 4° oWq Who KI/ m v ULTRACON CMC Err. CFS 3 $ WOOD SCREW INSTALLATION NOTES: °Hpwwo NO-- 1.Maintain a m(nimum 5/B"edge distance,t'end distance,&1".o.c.spacing of FL-12323.23 wood screws to preventthe`spfftNng of wood. SHEET 4 or 5 BILL OF MATERIALS 23 SCREEN O ....... �i 24 #8 X Z/8"PAN HEAD,QUADREX,SCREW STEEL. �J lrEM:R DESCRIP1T0N .. .. AE 25' FIXED PANEL ANCHOR BLOCK' PVC - O•. A 1 X BUCK SG r-0.55' WOOD. 26. ANCHOR STRAP STEEL x-6 a �►-Z B 2X BUCK SG 5=045 WOOD: 27 SCREW CAP" PVC U a C 1/4 MAX.SHIM SPACE 28 GLAZING'BEAD" PVC �' Z D 1/4 X 23/4:'ELCO QR fTW CONCRETESC,REW STEEL ':� ., yy�� i 29 FOAM PLUG MASONRY 3000 PSI MIN CONCRETE CONFORMING TO ACI tri ��`� >>n E CONCRETE 30 HEAD WEATHERSEAL _ r p m 301 OR HOLLOW BLOCK CONFORMINGTOASTM"C90 r4rri ih+++ o nmz° F 114'X 13/4 ELCO OR ITN CONCRETE SCREW STEEL 31 #8X 14/4'PAN HEAD,QUADREX,SCREW STEEL N G 1/4"X 3M/4'ELCO OR ITN'CONCREIE.SCREW STEEL 32 SASH'STOPPER STEEL �:a v z o=v es 33 WEATHERSTRIP - E'b; 9 m.m 3 H "1/.4'X 2 3/4''ELCO OR ITW CONCRETE SCREW STEEL ___ °a. o c w r K #10PPHSELF-DRILLINGSMS' STEEL -34 FRAME�AMBs PVO i �?a 'm aap ry STEEL STUD:Mn Thk.033' (ASTM A653 GRADE 33 Fy-33 Ksi Min,.Fu=45 35 WEATHERSTRIP P X 0 Min) STEEL 39 HANDLE KIT STEEL. E o z 40 OPERATING PANEL SIDE STILE` PVC ' �`• I FRAME HEAD' PVC ^W a 2 #892,3/4"FH QUADREX WOOD SCREW STEEL 42 KEEPER ".PAN HEAD 3 WEATHERSTRIP(SCHLEGEL#HRZ522-270) 43 #4 X 5/8:PAN HEAD QUADREX,SCREW STEEL 4 HEAD TRACK" PVC 45 #10 X 1-3/4"PPH SCREW STEEL 46 STAINLESS STEEL DOUBLE POINT MORTISELOCK KIT STEEL z O 5 STILE&.RAIL' PVC �+oo v Z 47 SASH COVERING CAP* PVC 6 SETTING BLOCK - zo dc) 7 SILICONE(SIKA 552) SILICONE 48 LOCKPLUG.• PVC �a o -- 50 STILE REINFORCEMENT STEEL w¢ w0 8 DURASEAL SPACER SYSTEM 51. 98 X'2'TRUSS HEAD QUADREX SCREW STEEL w at 9 SHIM - 52 INTERLOCK. STEEL ~z 10 TANDEM WHEEL. STEEL - o s STEEL Z3o 11 ROW53 STILE REINFORCEMENT ROLLING STEEL 0I o �o 54 Q LAN WEATHERSTRIP(SCHLEGEL NO.QEZ 345) o -' 12 SILL' PVC o m g' 13 SILL DUST COVER" _... . PVC 325" �22T' 3:17" 14 SILLPLUG" PVC a 15 SILLWEATHERSEAL 17 ;LEFT CAP FOR SILL ADAPTER" PVC b 0.08" 18 RIGHT CAP FOR.SILL ADAPTER.' PVC O O. o O o r Oo 1 19 #8 X 5/8"PAN HEAD,SQUARE,SELF-DRILLING SCREW STEEL a_ 0 20 OUTSIDE SILL CLADDING STEEL 0,3g 5 STILE,RAIL, 22 INSECT STOP N N _... I201 w o Ln THE.APPROVED WHITE.RIOID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE. ] b2 INTERLOCK Op PRODUCED BY EXTRUDERSLICENSEES IN"HAMA CERTIFICATION PROGRAMS FOR LL RIOID PVC EXTRUSIONS.". I o ,lb ANCHOR STRAP o` 00 004" 12 n 0.0$' i OSS 7/B"THICK 5.44' 2 w �Z /5 g GLASS BRE GLASS 5.44" � �. �„o 9 �Q d 5/37 ANNEALED 3 REINFORCEMENT 5 0 0.090"SAFLEXOPVB SIOe. Q ^z o po� I { "w N m 1NIERLAYEI; 0 0 0 ¢❑ ❑ I CAT 1'2/19/1 i oO 5/32'-ANNEALED _ UU c AIRSPACE b t---Ia ScAm N.T.S. 5/37TEMPEREDn N 6 O 0.08' O oyMc BY. KV m 5 50DE 6 7 8 ❑ cl ❑ a LIM CKI V. LFS 3 ' DRAWING NO- R GLAZING DETAIL FRAME HEAD 12 FRAME SILL 50 µeefi gR�aMENi 34 FRAMEJAMB FL-12323.23 N SHECf $ OF $ a