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HomeMy WebLinkAboutProduct Approval-FL16735-R2 Horizontal Rollers FLOR(OAi�Al ,oit OF i w/ . ` , ,-Business-S; Pro#essionaI Regulation :•,.. rOBPRHOtIEE'Aaotir(T Oaf%o eIalOtra'•CO;YYACT till BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I LInksi Search I K CEIVE® db a ris Product Approval 9 USER:Public User 6 1019 ,,.,t,r, Product Approval Menu>Product or Application Search>Application List>Application Detail 9 Depaltryient x►bFf el:).r(}}!i FL# FL16735-R2 4031rTAlx•Y Application Type Revision Code Version 2017 BjU / Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue a.:- Ifir\-Ct' Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave JCLOcala,FL 34474 0 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 1y) Validation Checklist-Hardcopy Received Certificate of Independence FL16735 R2 COI EvalReport867C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 Equivalence of Product Standards Certified By Sections from the Code • Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16735.1 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: No FL16735 R2 II CWS-867C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +50/-50 Evaluation Reports Other:Large Missile"D",WZ3,DP+/- 50 psf.Glass complies FL16735 R2 AE EvalReport867C.pdf with ASTM E1300-04. Created by Independent Third Party:Yes 16735.2 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: No FL16735 R2 II CWS-868C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +50/-50 Evaluation Reports Other: Large Missile"D",WZ3,DP=/-50 psf. Glass complies FL16735 R2 AE EvalReport868C.pdf with ASTM E1300-04. Created by Independent Third Party:Yes (Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone;850-487-1824 The State of Florida is an AA/EEO employer.cojlvdght 2007-2013 State of Florida.::en,:aw 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: Credit Card Safe security AlETRICS' HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES: age .ei, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT OCALA,FLORIDA 34474 USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 751/4"MAX OVERALL FLANGE WIDTH THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS. 8200 PVC 74"MAX.UNIT WIDTH 2,GLAZING OPTIONS:(SEE SHEET 2) HORZ.SLIDER 33°GLASS DLO 3.CONFIGURATIONS:"OX","XO". IMPACT - f A� 4.DESIGN PRESSURE RATING: / 1 -- - -- -- - ,j NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ ? a W g o -- -- -- - 'I 1 GLASS TABLES ASTM E-1300-04e01/09. F- O w O -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w z O 0 I_ II INFILTRATION TEST PRESSURE AND GLASS TABLES o a rq 5 y 0 3 m I I I ASTM E-1300-04e01/09. LL }-w z I- 2 s I 64 1/4" Z Z 2 MAX 0 01-0 WpO FLANGE B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 0 y 1-0 a i_0,a R HEIGHT II B DETAILS. NDLLOAD DURATION FACTOR CdIN THE DESIGN OF THIS PRODUCT.SEE =1 6 WAS USEDT 5 FOR FOR WOOD Q O z U co z 15 U I-w�00LL0 ANCHOR CALCULATIONS. ¢�¢O H H p? 63" I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT H p O F Y 0 LU O LU MAX F 1 REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w LL_w �pLil n H UNIT I C C UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a Z=D- D_O 2 N HEIGHT O X 59 9116" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 0 w I-0 w MAX FLYING DEBRIS. a a SASH I I I HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ,,tttttt EW5 I I I USED AT FIXED MEETING RAIL AND HEAD/SILL. ,,GPO INNCEry FTGf?,,,� 5813116" I e 8.SERIES/MODEL DESIGNATION HS-8200. .J• to GLASS I No 50201 1.-PS DLO 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: Z*a �, E* X=OPERABLE SASH,0=FIXED SASH pro' is I I '9%, STATE OF ' 1 <:= I B 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1..Qp°,:a P�:Ai• I LOCATION. Si F .O R 10,• .� • 1 Ii D F7 '.SS.ONALE�.��� 1 1 ! __ __ __ ` 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. .+....nail D_� 5 A -- ---- 33"GLASS DLO Lucas Z� r..—36 5/16"MAX.SASH WIDTH----• Turner 2017-08-30 8/29/2017 17:09+20:00 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: GENERAL NOTES&ELEVATIONS 1 ADE 10/10/13 SECTION VIEWS 8 GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: 'REV.: EXTRUSIONS&B.O.M ANCHOR SCHEDULEBNOTES 3 74"x 63" +/-50 PSF LARGE MISSILE IMPACT CWS-867 C INSTALLATION DETAILS 5 SCALE: SHEET 1:15 1 OF 5 INTERIOR CD To CD m I ' If 1900 SW 44TH AVE. CD O 0 0 0 ME OCALA,FLORIDA 34474 _ . _ Atka www.cws.cc ' ; ii--- rIII,, 41; ' =_-24*- .! HOR00 PVC i�- LIDER ,�� �,. .�,. IMPACT 0 �� ill mai l'ip • ,. a 3 W o C—�� —tJ__ J ���I=-- --� Z wJ0 Q Zw CL-.-1-- 0 11.1 ZtnZ O� m Q 'gY m m' 0 ® ® m SECTION VIEW C-C Z Z=n d X u O 0 01-0 Q SECTION B-B ALTERNATE JAMB ROTARY LOCKS 0 0 rn I-z D-i_co a MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS p Z-rn-z O m 0 I m NOTE:FIXED LITE AT HEAD ¢ Ozv�z�0- AND SILL ISSIMILAR. I--u-Z00i' Z NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY > Q O w-m O- '.o �' ® DURING HURRICANE CONDITIONS. ¢ o 0. > oo 11111r1 w LLmwCnowmw 0OFO�r��� O wI-0 9-mE'" .mii_i fpa. Q. •G-..._.-_,..,,,0 ,,I�NOREWp. ® 1-111110 os �� No 58201 •V HEAD IMPACT HOOK(TYP.) :* * S MIDSPAN OF SASH (ITEMS 35&36) 7.-p•; 718"OVERALL :.u, __ '9; STATE OF .�� —r._.— -- 118"ANNEALED or TEMPERED ��,0�.�.,�� OP,:�r•�: INTERIOR 7/16•AIRSPACE ,••6%%.9. R 1 x'04.. ,...+p NA fill% I - 5116'LAMI 118"ANNEALED FIN FRAME ONLY: - .090 DUPONT PVB INTERLAYER e%"' --- JAMB IMPACT HOOKS r I OR ROTARY LOCKS 10 O III=III i i `. LOCATED AT THIRD POINTS --118°ANNEALED 8/29/2017 Milc� : L7 x r� PURFECT GLAZE"H° ® �_ GSA . II SIKAFLEX 552 LUCAS A.TURNER,P.E. e � L, CA r FL PE#58201 m0 ►���`4��tI © .►� ` I 1239 JABARA AVE. 11• L711� P NORTHPORT,FL34288Iill 0 7. = � PH.941-380-1574 11-111-1111 1I�-' 'I rl 1/2"GLASS BITE SHEET DESCRIPTION: o U SECTION VIEWS AND -- pADE GLAZING DETAILSECTION A-A HEAD IMPACT HOOK AND ODRAWN BY: DATE: JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 10/10/13 1:20 DWG r: REV.: SECTION D-D GLASS TYPE A CWS-867 C ALTERNATE FIN FRAME 1:1 SCALE: SHEET 1:2 20F5 PARTS LIST 31/8"—� I 31/8---.-1 CORNER CONSTRUCTION �'g® .rf ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-1497 Reim Sash Meet.Rail Keymark Alum r •-• t I 1 1/2" WINDOW SYSTEMS �� 2 H-1699 Reinf.S.B.R./S,S.R, Keymark Alum I i . 1 0 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum II ig © I \ OCALA,FLORIDA 34474 4 H-6052 Sash Top/Bot.Rail Mikron PVC �._ 1/16" Lir.' WWW.CWS.CC p 2 11/16" 3 9116• 7. 7 2 1/8" 1/16° 5 11-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 111s^ 6 H-6050 Sash Meet.Rail,PVC Mikron PVC O CORNER WELD �f + (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC ., E-1" I 1:8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT ______ _9 _P3029 _Screen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spring,SS Hurley i--3/16" 1 15/16° 1 3/1s^y 9/16" --"""....--11a ? ¢z 11 P3113 Screw Support,PVC Team Plastic Rubber -1-1-2 "4- 1 W o0 4 -1 ., z w6.I9 a w 12 P-3218 Screen Frame Allmetal RollFonn 1 o i �' p Z 0 z}O Z m 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8' 1 5I/8 nom. 1 5/8° �] 1 5/16" II LL 1-W 3 F-5 m_ 14 P-3321 Screen Frame Corner Key Ailmetal Nylon I 1/16" 1116^ ! q -�-1/16" 1/16" FIXED MEETING RAIL Z O I-O _O cc 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone t 1 SCREWED TOGETHER WITH 0 0u)1-00- ,,,I-a. Z O z�� ZI-0(0 OUTERFRAME z O 7-- 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 Q I-z LL 2 z0 O=u_Z 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab O r F O- 18 P-3511 #8 x 5/8"SQUARE TEK 2 Zinc Fastenal Steel 8" I I �4. ¢ re, m U-z(A 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel r 3/16" 5/} t I Q2 - -W m 0 W W w 20 P-3752 Cap Plug,1/2"Hole M&M Nylon / 1" 15/16" 1/16• p W I=-O DD.2 ) P3783 or 1_CA) •! L=-lite' J—/--1' /X I .a Wa21 P5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 ,,������rt�f 22 P-3804 Roller,Tandem M&M Nylon I ,��� i�� 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 6" 1 5116" 7/16' 1 1/4" •���9 P �R'Lc'w.TG�'• ® 3/16' I-II 3/4" r GP•'L.�O 58201 ;pyii'i 24 P 4069 Keeper,Impact,PVC Interlock 7/8" 1 �� . �" No 58201 •t�� 25 P-4479 Weep Cover w/Flap M&M Nylon + 1/16" c� (cfi r I 1/16" C*; * '*� 26 P�638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1577 FRAME IMPACT HOOK-1577 1/16• " 29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gray Ultrafab S.B.R./S.S.R.-1498 ROLLER TRACK-1778 S. : STATE OF Po, 31 S-1112 Reinforcement Keymark Alum _ 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum orb 3116" 1/4" f 7/8"y ,',,�',SS+ONA E�.�`,?`,` 33 S-1577 Frame Hook,PVC Impact Keymark Alum O( I 7/8^f I 34 S-1776 Roller Track Keymark Alum L 9/f:n 11 35 S-1999 Frame Hook,Head,Impact Keymark Alum 1/16" 36 S-2000 Panel Catch,Head,Impact Keymark Alum I-• 6" I 1 5/16° PVC GLAZEBEAD-6064 GLAZE BEAD-1112 Z- ---' 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 7/e• 1/16" 1/2',I-1 1!a^-{ 318" 1 5/16" 8/29/2017 I + LUCAS A.TURNER,P.E. HEAD IMPACT HOOK-1 ss9 1/16• 39 S-6014 Scm.Adapt.,PVC Mikron PVC PLAN VIEW-1999 ^~ �� FL PE#58201 40 S-6063 Fixed Rail Cover Mikron PVC 41 S 6064 Glazing Bead Mikron PVC 1/16" PVC ANTI-LIFT-6005 1239 JABARA AVE. PVC SCREEN CATCH 42 GLASS SEE SHEET 2 CARDINAL GLASS 3/16" PH.941-380-1574 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 5/16^ Ca j-1 1/8"'{ SHEET DESCRIPTION: 44 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel [ 6° .1 _____7.1 m BOM AND EXTRUSIONS 45 P-4958 Rotary Lock Interlock --1 518"1-.-- 1/16" 46 P-4633 832 X 1/2"Barrel Fastener Interlock L_ 5/B" r ®1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: 47 P-4952 Keeper,Rotary Lock Interlock r ADE 10/10/13 PLAN VIEW-2000 PANEL IMPACT CATCH-2000 3/16" DWG 6: REV.: LI- 3• -I ""--1-1/2" CWS-867 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 7� O- 11 SCALE: SHEET 27-28,30 SCREW SUPPORT-3113 1:2 3 OF 5 .ed A 0160g00 Pr WINDOW SYSTEMS 121/2"MAX O.C.(TYP.) - 1900 S 44TH AVE. E. 3"(TYP.) 4'MAX.(TYP.) 8"MAX.D.C.(TYP.) 34474 8"MAX.(TYP.) 3 (TYP) SEE NOTE 2 SEE NOTE 2 W W W.CWS.CC — " F 4"MAX(TYP.)- l 6"MAX(TYP.)-- -- __ 8200 PVC I-- I --I I i I 1 _ --T� _I J__ F' INSTALLATION II HORZ.SLIDER I I 14} I ANCHOR(TYP.) _I i I I ICHOR TION(TYP. IMPACT 1 Er Ir MAX. .—--------._--- -- - (TYP.O.C. I --- - Q Z 3 ¢Z _ ) I I z WJO Q1-zw 17" T- W ZOZ D:C-- MAX.O.C. I I I It O I X II H W�ZO �= (TYP.) I 0 I X I Z Z 2¢ceWOO - _ I III o Oi-O ¢= D: O 0col— r 1-co Q Z°�j-ZjUrA I ZV6z°LLU >- Q-Ii OSOZ I I I I II C <a}OI-°~zas SII I I_ II - - - - - -� � III 7,.. �=dN0O(0FLU CO W- - \ L.— ..--.=_=-----7----.=7-=--.-=--._ I O W r 61 w s(Y y 1 1 1 1 1 I I a I a rY o. I ANCHOR LAYOUT-(FIN) atttt"tt"th ANCHOR LAYOUT-(FLANGE) ,��Vttt P5 P. 76% rySF G 1• cl.v:" No 58201 ":1▪ 1 L ▪*? * •�S 9" STATE OF : C 12/ ' •• N',.•▪2 �i-'0•,..OR1. , .. SSI4 . ... oVA.00 + NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE �••1-- CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 8/29/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. - 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. NORTH PORT,FL 34288 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 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 5. 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. 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 6: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 C 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 EF T FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAdWDMA 300(EXTERIOR DOORS) MIN.EMBEDMENT (/ n/7ges •efi,TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE l�J(yCGA2J(L((UBY OTHERSWINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIMal SEE TABLE 1 MIN.EDGE DIST. - SUBSTRATE SEE TABLE 1 / SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS ( 1/4"MAX.SHIM WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT T ■ ' SEE TABLE 1 _ // 8200 PVC PERIMETER SEALANT I SEE TABLE 1 ■ A BY INSTALLER1 f/ 1 INSTALLATION ANCHOR I. �� INSIDE AND OUT - SEE TABLE 1 air HORZ.SLIDER r MIN.EMBEDMENT SEALANT BEHIND ",i. , i' / / SEE TABLE 1 IMPACT ----FLANGE BY INSTALLER 1 j —1/4"MAX SHIM ,I J •1 / - - (((// +I Z 3 Q Z l7 eonJ F �*� � PERIMETER SEALANT Z w 0 a W w PERIMETER SEALANT BY INSTALLER W Z O Z MI=—F- - BY INSTALLER 1 t-1 INSIDE AND OUT 0 Q to 3}O C Ei INSIDE AND OUT INSTALLATION ANCHOR Z Z W M Q W p O INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 00 0 co co O V 0.E y a SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND O Z U)Z Z 1-7 y FIN BY INSTALLER Z 008(n—DO- 0, 0 U Uj ]O- OB HORIZONTAL SECTION O HORIZONTAL SECTION W 2 6 O W Z 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE W 2 O FLU -f=F O- ca HEAD AND SILL SIMILAR FOR FIN INSTALLATION FQ- W Y ZO m W OO D=U)OWCAW �1' O W~D W D. �� 1/4"MAX SHIM a 1- n. z�'a SEALANT BEHIND •�.'7 FLANGE BY INSTALLER O o c7 tI ` ��tt DRF trey r pu'''rr I 1 ��� PN...... T rb PERIMETER SEALANT f I ,�JGp`?.��CENSFG�2�4' BY INSTALLER MIN.EMBEDMENT :• No 58201 •t.11 INSIDE AND OUT SEE TABL1E 1 =* * :*- SUBSTRATE BY OTHERS • C STATE OF •tU• : SEE TABLE 1 ' ��#1.•4,••••.(O R j 0 P•:�.��0 -I MIN.EDGE DIST. SEE TABLE 1 ,,... /........ NA 1��. OVERTICAL SECTION ■Ilw 5 TYPICAL SILL ANCHORAGE ':IF,. Trr...r, =nail 8/29/2017 TABLE 1:APPROVED INSTALLATION FASTENERS 1 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. . LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"11W TAPCON 1.1/2 1-1/8' 11' FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"11W TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 INSIDE AND OUT FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" PH.941-380-1574 D 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"I1W TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION 1-3/8' 7/8" 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 INV FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) 7/16" ADE 10/10/13 7EKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16, CWS-867 C FLANGE INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8"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 5OF5