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HomeMy WebLinkAboutProduct Approval Slider FL7793-R2 S1iGer z - n .rt„iX$�y' '�� �� ! '`�,.9 r{- a—u s ,f; � •ykl .2 `M' pr 4 i t 1- _. 31 BCIS Home Log In User Registration Hot Topics : Submit Surcharge Stats&Facts , Publications Contact Us : SCIS Site Map Links Search . bpr a in)Product Approval \ USER:Public User Product Anoroval Mono>Product or Anolicaton Search>Arni:cabon ua>Application Detail � f FL# FL17793-R2 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email • 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc >14 Authorized Signature ' Kevin Pine kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave.. • Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc �p®�I Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 • jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2009;. Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my products)-and my product(s)are in compliancewith the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes 'No` 'N/A URl\TER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 EvaluationReport 1071 June 8, 2015 Product Description: Series 6200 PVC Horizontal Slider XO or OX, Large Missile Impact Wind.Zone 3, 74"x.63"max. unit size+/-50.psf Manufacturer: Custom Window Systems, Inc. 1900 SW 44`hAve, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter-61-G20-3.005(4). This product complies with the requirements of the 5th Edition(2014) Florida Building Code,not including the High Velocity Hurricane Zone or Wind Zone 4. The product testingstandards performed are outlined below.. Technical Documentation: 1) This report,prepared by Lucas A. Turner,.P.E., at. 1239 Jabara Ave.,North.Port,FL 2) Approval drawing CWS-1071, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3980=08/09;by National Certified Testing Laboratories, Orlando,FL,with testing performed: ASTM E 1886 '05,ASTM E 1996 `05/09 (large missile impacts in accordance with Wind Zone 3),and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations:to support CWS-1071, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document.CWS-1071. Limitations of Use: This product: • May be used up to the sizes and daylight openings with glazing as indicated in CWS- 1071 • Achieves design pressures of+/-50 psf for flange and fin • Is Large Missile impact resistant and does not require the use-of shutters • May not be used in the High Velocity Hurricane Zone or Wind Zone 4 areas • Requires Dupont Butacite PVB-Interlayer • Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee Certification of Independence: I do not have, nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this. product. �o11t11/lIfli>�� 4.•4v:' No 58201 :,-15 *` * .* = L 1: STATE OF 14,'.`cc 6/8/2015 "`,F' t 0 RLG,P•• \`,`4 Lucas A. Turner,F.E. s�QKAi- Acr %•.% FL PE#58201 osimlio Lucas A. Turner 2015-0.6.-08 16:33-04:00 Docunent Doc No: FRM.B1-02 1e: Of: 1. '"."'•=7. Structural Performance Rev No: 7 Pa g icEYSTONe C • ertification Authorization Report Required By: PRO 131-03 CAR& Product ID Number: 138 - 1347.0 ' Issue Date: 6/9/20.15 Revision Date: 6/9/2015 ; Expiration Date: 3/30/2019 Company Code: 138 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardizedevaluation of the product conducted by an independent accredited laboratOry in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented 'for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Inforination: Custom'VVindow Systems, Inc Model: 6200 Impact Horizontal Slider XO 1900 SW 44th Avenue Operator Type: HS Ocala FL 34474 . Config: All, GS-5/16"Ann Lard IG • Max Width: 74 Max Height: 63 • Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/LS.2/A440-08 Class R-PG50 1880x1600 (74x63)-Type HS Qualifying Test Information: Test Report No:• NCTL-210-3980-8/9 Test Report Expiration: 3/30/2019 Authorized Signature: Keystone Certifications, Inc. 2015-.06.10 564 Old York-Road, Suite 5 = Etters, Pennsylvania..1719 09441 9 -04'001 • Phone: 717-9328500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM GENERAL NOTES: n g I HORIZONTAL.SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (� e WINDOW SYSTEMS AI TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND 1900 SW 44TH AVE. . ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FEC. OCALA F ORI A 34474 THIS PRODUCT MAY NOT BE.USED IN THE HIGH VELOCITY — HURRICANE ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS, 6200 PVC 75 1/4"FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) HORIZ.SLIDER 74"MAX.UNIT WIDTH---- — I 3.CONFIGURATIONS:"OX"OR"XO". IMPACT 36" - I4.DESIGN-PRESSURE RATING: MAX.SASH WIDTH - -NEGATIVE DESIGN LOADS BASED ON,TESTED'PRESSURE AND i - 321/16" A GLASS TABLES ASTM E-1300-04. i i td I ' GLASS DLO II -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 1-I . III INFILTRATION TEST PRESSURE AND GLASS TABLES j o t ti fes: ASTM E-1300-04. I ' 1 _ �2.--L � �� _ _L _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED m 641/4" Z IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR ' FLANGE DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR I T HEIGHT t t WOOD ANCHOR CALCULATIONS. { I� B I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE I I •. I- MAX I NOT REQUIRED. i O I¢ UNIT . (-" a' HEIGHT 1 7,ALL FRAMES AND VENTS FULLY WELDED. ¢I C IE X I . 5 8.SERIES/MODEL DESIGNATION HS-6200. I 1 o 1 1 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: I •I X18 5 5 1 X=OPERABLE SASH,0=FIXED SASH _- I z i_ SASH ff ttuifueq HEIGHT I 10.LOCATION.ON.ALLOUTS APPLY TO ALLELEVATIONS IN A SIMILAR ``,�%%%%b.W)RE4•Y+T.4,,, SF.?17, 65_1/16" I 11.EXTERNAL WEEP SLOT=5116"x 2-1/8"LOCATED 4-1/2"'FROM .y• No 5B201 '. t GLASS I BOTH ENDS. =*: t*` * DLO = •" • �'O: ;ILS '" C . I .y9 .STATE OF :4/6 Lucas A.Turner °T P� pP.:`z`1 L _ 2015 06-08. .F ' O R+•. `a L ,s c� _ 16.33-0400 ��,, oNA• ,, C 5 , A ,Yh • 8/8/2015 LUCAS A.TURNER,P.E. FL PE#58201 1 239 JABARA AVE. I NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: • GENERAL NOTES AND I ELEVATIONS - DRAWN BY: DATE: TABLE OF CONTENTS MAX. UNIT DESIGN PRESSURE EMK 05/27/15 GENERAL NOTES&ELEVATIONS , SIZE RATING. IMPACT RATING DWG#: REV.: SECTION VIEWS&GLAZING 2 CWS-1071 EXTRUSIONS&B.O.M 3 � ' ANCHOR SCHEDULE&NOTES 4 74' x 63" +1- 50 PSF LARGE MISSILE IMPACT.. SCALE: SHEET -- - INSTALLATION DETAIL 5 -- — - - - - ------- 1:15 1 AF_ — — 1 5 INTERIOR asesyllg° I i WINDOW SYSTEMS 5 1900 SW 44TH AVE. 1 18 3 QI el 0 ® , al 0 OwCwAvvLAc,wFLsOcRcIDA 34474 rI ' ' I 6200 PVC millgliiii-- - -11170 k NI'7 1 I .-- IIII* HORIZ.SLIDEF:1 IMPACT iirirLiA.%-7-- -07-0.11_Lii {11j rffLI ZE-111_111ff - i< I 0 _ (r tui D, / ' .11. 1 W ° lin / =I 1 --711, 151 ea 3 I ' 1 cn I I IQ 1 [It Vii- --01 0-- - lir • g '• > 4 (I)® 6 ®(.2 23 0.'-. ------- .611j I .) . la..., ® 0 SECTION VIEW B-13 ' Li 33 j ei IN! g -__,A.1 - II 7 iall 19.1 kgIiyo II L I_ 15i - , • _ lllllllll tr„..,, ,,,00,‘Ao.REtAv 7 I 7/8"OVERALL •'q'-•':.\.6 i,,,, ,,,,,,, INTERIOR so...'-v k-••.,"1"t• --•- )---------, 1/8"ANNEALED .....4: No 58201 •"P dt. g (T-—1') -. 7/16"AIRSPACE :*; * t ... V1 I m ----. 5/16-LAMINATED i-01 1 Cr S. ' 2.` STATE OF 33 Hi' :: LI I , 0 Ilk: 1 11 II 36 9 1.....,11.1 1/8"ANNEALED •- r—.090'DUPONT PVB INTERLAYER ............A1.5-e% g........„ _:„..::7______. „...7•......• c) -- Al 01---1 ANNEALED , •-,, SIKAFLEX 552 OR • .Z- -11 1 -.--' ,. iTh.--7.ii • Mil 111.._1*---HitriEl v (5,..9) PURFECT GLAZE"H" 6/8/2015 11 '''12.1:^217:1r:1 I I II II'-:-----111118M11-141 i I H C-) i Ill'Ilhili-11—CU 1 4 0 'IckrrtilMill,0 \ I , LUCAS A.TURNER,P.E. FL PE#58201 --SAM Ell ri , 11 5/8"GLASS BITE 3 1239 JABARA AVE. NORTH PORT,FL 34288 g II, F-1 PK 941-380-1574 c=1 am= IZ:3 SHEET DESCRIPTOR 8 • SECTION VIEWS AND i o SECTION VIEW A-A i ....0 GLAZING DETAIL DRAWN BY:- DATE: EMK 05/27/15 REV.: SECTION VIEW C-C DWG A: ALTERNATE FIN FRAME GLASS TYPE A CWS-1071 - ITEMS NOT SHOWN FOR CLARITY: 7-8,10,12,15-16&21 1:1 SCALE: SHEET 1:2 20E5 .-_--- - • PARTS LIST CORNER CONSTRUCTION (( —4 118" 'y7/7(lJvj��''}} - ITEM PART DESCRIPTION --- -- — --- MATERIAL TVENDOR --- - - - �111� . - 1 H-6127.MAW FRAME . PVC AIN T_�_ 2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC AIN I Q 1 WINDOW SYSTEM L,� 3 H-6139 SASH DRAW RAIL.. , PVC ATN V n --1 1/2" 1900 SW 44TH AVE. JUI OCALA,FLORIDA 34474 4 H-6140 SASH TOP/BTM/SIDE RAIL PVC ATN • WWW.CWS.CC 5, H-6140 SASH INTERLOCK RAIL EXT.PANEL PVC AIN [1 111311'6) 7/16"--, 6 . ,P-3028.SETTING BLOCK,1/8"x 7/8"x 2" FRANK.LOWE 111 . I1111 1)1s" 7 P-3029 SCREEN LIFT TABS STEEL SUMMIT 41/3" t 15116" F -139 l_- 6200 PVC -1/16" 1" CORNER WELD 8 P-3033 SCREEN SPRINGS, STEEL FLA SCREEN 1=3 -1116" ALL SIDES HORIZ.SLIDER ,9 ,P-3218,SCREEN FRAME ALUM FLA SCREEN., u �- 1:8 10, P-3228,SCREEN SPLINE• DAPA. 0 PVC COVER-P-5400 IMPACT 13 P 3511 8-18 x SASS OC-I KSOFT 2 FINO ANTER OAK + PVC MAIN F PVC TOP/BTM RAIL-H-6140 12 P-3511 #8 18 x 0.625"SO PH TEK#2 POINT ZP. STEEL FASTENAL ' ui 14' P-3784 KEEPER INTERLOCK FRAME-H-6127 ;o I 15 P-4146;#8-18 x 0.750"FH PH#2 POINT TEK ZP; STEEL FASTENAL 1 11/16, . �2 1/8"—,-j - 16 ,P-4754 SCREEN CORNER KEY ' NYLON FLA SCREEN - .050"--1 I m 1 17 P-5450;JUMBO WEEP COVER ASSY . NYLON ASHLAND 7/16"---, I-- 5/16' 18 P-5421.0.825°HOLE PLUG NYLON HEYCO -vts` 1 w 19- P-5423 #8-18 x 0.500"PN PH TER#2 POINT ZP ' STEEL . FASTENAL InI 1/16" I 1/16" ' -1 I O 20 P-5428;ROLLER ASSY • AMESBURY 1 15/16" \ 1 15/16° t 3I16^ � 15/6" 33 i 65 21 P=5429 EXTERIOR TRACK FILLER INSERT PVC TEAM PLASTICS D © D 3 1 LI IA W 22 P-5430 FIXED PANEL LOCK BRACKET . NYLON M&M 1 I=1¢ 23 P-5436'JAMB BUMPER RUBBER MINOR,RUBBER. 'd 24 P-5451.T BLOCK NYLON - . PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141 I Q 25 P-5448_#8x1.50".PH PH#2 POINT TEK ZP STEEL . FASTENAL- I Cl)1 26 S-2004 REINF.,SIDE RAIL • - ALUM ASCEND. 1 1/16"-'- - 1116" 1 5116"-{ t 5116" % 27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ASCEND' I 1 I- -1 5/16"-j I O 28 S=2029 INTERLOCK ADAPTOR ALUM ASCEND -5[1-6- 1 ( I z 29. S-2030.ROLLER,TRACK ALUM ASCEND 1 / " 31 1 1)16° `U t 1/16" 27 1 1/16' ,L3 �ltl►rrrrrrrry 31 S-2043 REINF MEETING RAIL EXT.'PANEL 'ALUM KEYMARK- ( j 6 ,�,�,PNOR&6y T�,�i, 32 S-2044,REINF.,TOP/BOTTOM RAIL ALUM ASCEND • I—093° 1/16, ss'1';*\CENSE"•�2.'. 33' ,S-6141.0.875"GLAZING BEAD.. PVC ATN 34 'GLASS SEE SHEET 2 REINF.-S-2043 REINF.-S-2044 REINF.-S-2005 REINF.-S-2004 '° Ne 58201 '°•"53 35' DOW CORNING 1199 SILICONE :*' 518''--1 9/16"- 318"- Frs----c, ^-0: i a: 36 PURFECTGLAZE"H",SIKAFLEX552 ; SILICONE HENKEL/SIKA ' 1 I 2516"-- :".- STATE OF .14/.1. . _ - 1/16" 0301 7/8" . I .io4`•"•�C OP '�t� LINE ITEMS NOT USED: 1-- al 6`:s O R 1 :2. . 30 7 — ,,../ONp..V 1... •' ROLLER TRACK-S-2030 EXT.REINF.-S-2011. +J © ` 4• 6/8/2015 P.E. LUCAS A.TURNER, FL PE#58201 • • t 9/16" 1239 JABARA AVE. • - � --NORTH PORT.,-FL34288----_ - T EI�O O PH.941-380-1574 7/8^ '_' -4g -L-` " SHEET DESCRIPTION: - - 1---. 0 I } BOM AND EXTRUSIONS • 11/I16" 11/4° - 1 9/16' DRAWNBY: DATE: J_, ., 1_, oEMK 05/27/15 r-I----y_}- DWG 4: REV.: FIXED PANEL LOCK BRACKET CWS-1071 P-5430 FIXED PANEL"T"BLOCK P-5451 SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 3 OF 5 ---- -- ----------------- --- --- C -- WINDOW SYSTEMS L 1900 SW 44TH AVE. 8"MAX O.C.(TYP.) f--- OCALA,FLORIDA 34474 i WWW.CWS.CC 4"MAX.(TYP.) — 6'MAX.(TYP.) - t I _4.(TYP.) SEE NOTE 2 - j 4"_THRU FRAME ANCHOR(TYP.) C t��+ 6"MAX(TYP.) 1 ,_..i -"1 ;+--4'(TYP.) 4"MAX(TYP.) t , I - 6200 PVC ....,, ....-..i...,.,--- ,..,"...r.._. .-_..` 7--! _ - �.,«,.« ., , .--_-. --.----- ! ---SEE NOTE 2 HORIZ.SLI ER "----INSTALLATION 1 ..�. I IMPACT 1 ANCHOR(TYP.) --INSTALLATION MAX O.C. J�i I ANCHOR(TYP.) (TYP.) 8" i MAX.O.C. I 1_ a. (TYP.) j �o ji x a j x o I mI I z o Z FLI ir acol i o .; I.. • ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) I I I i Oz [NOTE THRU FRAME ANCHORS @ MTG RAIL] (afar ff rf S%P%%%%%%RE .4y�T(g, • S v: Na 58201 :11 1.1 ?*: * i*= �v: }cre �9•. STATE OF :1,U NOTES: y��0`�FSFt O R 1 Q�'����� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. •i�ois/a(VAunts/EC,,.a 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. x 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. _6/8/2015 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. j BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 1 . 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 ;-F - --..- 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 INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: — EMK 05/27/15 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG 4: aEV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE.CRACKED. CWS-1071 - 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/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 • - _ _ _ _ __ _ _ MIN.EMBEDMENT -+ --- SEE TABLE 1 I - - - ---SUBSTRATE - ----- - -- - - - --- - - •'� TYPICAL HEAD ANCHORAGE BY OTHERS '-+'� •f ,� 1/4"MAX.SHIM SEE TABLE 1 WINDOW SYSTEMS _ _ MIN.EDGE DIST. MIN.EDGE DIST. - --1 SUBSTRATE 1g00 SW 44TH AVE. —i----SEE TABLE 1 -� SEE TABLE 1 BY OTHERS • I�tt i 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS , ���-. '1i MIN.EDGE DIST. W W W.CWS.CC SEE TABLE 1 - _ SEE TABLE 1 eo _ �. - MIN.EMBEDMENT INSTALLATION ANCHOR 'S I 6200'PVC PERIMETER SEALANT Orr4 SEE TABLE 1 SEE TABLE 1 BY INSTALLER ' - 1 HORIZ.SLIDER INSIDE AND OUT /11 - �' MIN.EMBEDMENT SEALANT BEHIND --/ b �� t oo SEE TABLE 1 IMPACT FLANGE BY INSTALLER _ v 114'MAX.SHIM - I o • 1 1 0___ .-e PERIMETER SEALANT Li/ j 411 BY INSTALLER I f -PERIMETER SEALANT �� i I INSIDE AND OUT I i P BY INSTALLER INSIDE AND OUT • INSTALLATION ANCHOR I I m 1 SEALANT BEHIND SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHINDV1 INSTALLATION ANCHOR FIN BY INSTALLER I I O SSEE TABLE 1 B HORIZONTAL SECTION Q HORIZONTALSECTION I v) f 5 TYPICAL JAMB ANCHORAGE • Q 1 TYPICAL FIN ANCHORAGE I 4 HEAD AND SILL SIMILAR FOR FIN INSTALLATION ( I Z I L (2i¢ Q NOTE:ADDITIONAL THRU-FRAME ANCHORS 0 q . �1 (AS SHOWN IN OCT.A/5)REQ'D AT MTG RAIL, E i SEE SHEET 4 ANCHOR LAYOUT. W ( 'O1 Z1 SEALANT BEHIND \ ...-- {-•1/4'MAX.SHIM - FLANGE BY INSTALLER J i) _I ''ti'''�,apf' ,•%% P.V4 . 4V T�iG PERIMETER SEALANT MIN.EMBEDMENT INSIDEif INSTALLER OUT SEE TABLE 1 :*:" No *';':2.4'.4..::X.,* AND 1// oma, . SUBSTRATE BY OTHERS ---•-I-MIN.EDGE DIST. E.._ 9 STATE OF :4/.+SEE TABLE 1 / SEE TABLE 1 pli %O,p'•,T� O P.." `SEALANT UNDER SCREW / C� VERTICAL SECTION i��FSs"9 R 1" •"0\ HEAD BY INSTALLER SJ TYPICAL SILL ANCHORAGE oo , '' '/'''�NA‘... '''� TABLE 1:APPROVED INSTALLATION FASTENERS -' 618!2015 • FRAME TYPE SUBSTRATE TYPEANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. 01 FLANGE ' CONCRETE(2.0 KSI MIN. 3/16"ITW TAPCON i" 1-1/8" F9 AE#RA58AVE.I (• ) � 1239 JABARA A 1 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"IOW TAPCON 1"- -- 2' PERIMETER SEALANT-- NORTH PORT,FL 34288 FLANGE CONCRETE2.85 KSI MIN.) ' - 3/16"ELCO ULTRACON • 1" 1" BY INSTALLER PH.941-380-1574 CONCRETE( INSIDE AND OUT D HORIZONTAL SECTION _._-___ FLANGE GROUT-FILLED CMU(ASTM C-90) ' .. 3/16"ELCO ULTRACON• - 1-3/4" "2-1/2" 5` BOX FRAME INSTALLATION SHEET DESCRIPTION. • 3/16"ITW TAPCONSIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1.3/8" 7/8' INSTALLATION DETAILS FLANGE - 2X MIN.SOUTHERN PINE(5=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-FLEXOR 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 EMK 05/27/15 -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 7/16" CWS-1071 - 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN -2XMIN.SOUTHERN PINE(G=0.55) • #10 WOOD SCREW ' 1-1/2" 1/2' SHOWN FOR FLANGE WINDOWS. SHEET 1:2 5OF5