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Home My WebLink AboutProduct Approval v m x,' 1 '1 ` BCIS Home Log In User Registration Hot Topics Submit Surcharge t Stats&Facts Publicati, Business Professional 13useR PcbliApprovalL E C """" PY Rc= U (ar1 U :Y p ' � i' yl Product Approval Menu > Product or Application Search >Application List>Application Detail i�� 1cS r FL # :FL5777-R 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 Mullions Compliance Method Evaluation Report from a Floric Professional Engineer q Evaluation Report - Hardcc r 1, R 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 d Validation Checklist - Hard Certificate of Independence FL5777 R4 COI EvalRe.p._CWS Referenced Standard and Year (of Standard) Standard AAMA 450-06 AAMA/WDMA/CSA 101/I.S.2/f TAS 202 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 05/04/2015 Date Approved 06/23/2015 -Summary-of Products-- -- _____--.--.--.----__.__---_-- C 777::-1 ---- __,_..-.--. Adjus-table(Angled)Mull-11 ull Limits of Use Installation Instr Approved for use in HVHZ: No FL5777 R4 II CW Approved for use outside HVHZ: Yes Verified By: Lucas Impact Resistant: No Created by Indepe Design Pressure: N/A Evaluation Report Other: Not for use in HVHZ. See Mullion Product Evaluation FL5777 R4 AE Ev Report for complete list of Limitations and Conditions. Created by Indepe 5777.2 CWS-1758 Mull Bar 3" Mull Bar for PVC Limits of Use Installation Instri Approved for use in HVHZ: Yes FL5777 R4 II CW Approved for use outside HVHZ: Yes Verified By: Lucas Impact Resistant: No Created by Indepe Design Pressure: N/A Evaluation Repori LOther: See Mullion Product Evaluation Report for complete list ( FL5777 R4 AE Ev of Limitations and Conditions of Use. Created by Indepe 5777.3 CWS-1759 Mull Bar 4" Mull Bar for PVC Limits of Use Installation Instr Approved for use in HVHZ: Yes FL5777 R4 II CW Approved for use outside HVHZ: Yes Verified By: Lucas Impact Resistant: No Created by Indepe Design Pressure: N/A Evaluation Repori Other: See Mullion Product Evaluation Report for complete list FL5777 R4 AE Ev of Limitations and Conditions of Use. Created by Indepe 5777.4 CWS-1760 Mull Bar 5 1/2" Mull Bar for Limits of Use Installation Instri Approved for use in HVHZ: Yes FL5777 R4 II CW Approved for use outside HVHZ: Yes Verified By: Lucas Impact Resistant: No Created by Indepe Design Pressure: N/A Evaluation Repori Other: See Mullion Product Evaluation Report for complete list FL5777 R4 AE Ev of Limitations and Conditions of Use. Created by Indepe 5777.5 CWS-1950 Mull Bar 2" Mull Bar for Alun Limits of Use Installation Instr Approved for use in HVHZ: No FL5777 R4 II CW Approved for use outside HVHZ: Yes Verified By: Lucas Impact Resistant: No Created by Indepe Design Pressure: +N/A/-N/A Evaluation Repori Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R4 AE Ev Report for complete list of Limitations and Conditions of Use. Created by Indepe 5777.6 CWS-1952 Mull Bar 3" Mull Bar for Alun Limits of Use Installation Instr Approved for use in HVHZ: No FL5777 R4 II CW Approved for use outside HVHZ: Yes Verified By: Lucas Impact Resistant: No Created by Indepe Design_Pressure: +_N/A/-N/A Evaluation Report Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R4 AE Ev -Rep-ort-for-complete_list-of._Limitations_and_Conditio.ns_of_Use.___ _Cr_eated_b_y—Indepe- . _ -.-_ Back: Next Contact Us :: 1940 North Monroe Street,Tallahassee FL 32399 Phon( The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Staters Under Florida law,email addresses are public records. If you do not want your e-mail address released in res mail.to this entity. 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Product Approval Accepts: SCCLIritV. 1 = GENERAL NOTES; ANGLED MULLIBAR - NON-IMPACT N ITH 0862 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY wWDo%ll SYSTEM J SHOWN w/G)IFFEF ENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44T'A" 2.CONFIGURATIONS(SEE SHEET 5):VERTICAL OCALA,FLORIDA 1�.14 WwW.cWs.cC 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. ...........-1--..........................-.__._........._..._......_......I (REFER TO SHEET 2) ANGLED ii 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE ANCHOR i DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR DETAIL. WINDLOAD MULL BAR CLIPS DURATION FACTOR Cd---0L6 WAS USED FOR WOOD ANCHOR CALCULATIONS, NON-IMPACT ANGLED MULL.BAR 5.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS 45' REQUIRED IN WIND BORNE DEBRIS REGION, 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DES GN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 2 L APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE LU l r m ANCHOR— APPROVAL, cf) CLIPS 1 I 0,L) z co 1 m S.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY ol ANGLED MULL BAR 30' APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, a I Lu I BUILDING OWNER OR CONTRACTOR. cc W!w 0 IL CL 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS LUI w CC ANCHOR DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CLIPS CUSTOM WINDOW SYSTEMS,ING,AND MUST BE MADE OUT OF VINYL PVC OR C'I" EXTRUDED ALUMINUM. <ANG 0 1 LED MULL BAR 10,VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS J 5' SHOWN HERE IN. OREIJ, fi,, ANCHOR CLIPS(I'YP.),- 4"o K, No 58201 Lucas A.Turner F 0 O 2015-04-27 20:53-04:00 4/2712 X X pl§.................. LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE, NORTH PORT,FL 34288 1 ANCHOR CLIPS(TYP.)_- ................. PH.941-380-1574 SHEET DESCRIPTIO N: SHEE 'r,R'PT" EXAMPLE ALUMINUM WINDOW WITH JILL BAR ION VIE ANGLED ML GENERAL NOTES AND i -uFi SECTION _W CAL Ou VS ONLY) ELEVATIONS TABLE OF CONTENTS AAJ11/19/08 GENERAL NOTES&ELEVATIONS...............I fftN.................... DPCHARTS..............................................:.....2 ow BOM&EXTRUSIONS.....................................3 CWS-243 B SECTION VIEWS............................................4 CONFIGURATIONS&ANCHOR NOTES.......5 SHEET INSTALLATIQN ILS...............................6 1:10 1 OF 6 i ITW TAPCON INTO HOLLOW BLOCK DESIGN PRESSURE CHART,(PSF)FOR NON-IMPACT ANGLED VERTICAL MULLION, 1373/1376 OPDVING WIDTH in. sy!�aWScJJC4 ;TEMS / 44 54 60 66 ? 1 7.4 84 !)tt 96 102 106 1900 SW 44TH AVE. :.4 120.0 120.0 120.0 120.0 120.01 h20.0 120.0 120.0 120.0 120.0 120.0 OCALA,FLORIDA 34474 e ;tot 120.0 120.0 120.0 120.0 120.01 120.0, 120.0 120.0 120.0 120.0 120.0 www.cws.Cc .v i36 120.0 120.0 120.0 120,0 120.0; 120.0, 120.0 120.0 120.0 120.0 120.0 ,12 120.0 120.0 115.2 110.9 108.0; '106.3 105.8 105.8 105.8 105.8 105.8 ANGLED Z 4S 108.0 100.2 94.3 89.8 86.4 t 184.0 82.3 81.3 81.0 81.0 81.0 MULL BAR a 54 U.6 85.3 79.8 75.4 72.0 ;69.4 67.3 65.8 64.8 64.2 64.0 NON-IMPACT b0 81.0 74.3 69.1 65.0 61.7 1 1 159.1 57.0 55.3 54.0 53.0 52.6 bti 72.0 65.8 61.0 57.1 54.0 ; 51.5 49.4 47.7 46.3 45.2 44.6 ?� 64.8 59.1 54.6 50.9 48.0 !45.6 43.6 41.9 40.5 39.3 38.7 I 2,8 I w 7t, -60.8 55.3 51.0 47.5 44.7 j 142.3 40.4 38.8 37.4 36.2 35.6 o':^ o j ITW TAPCON or ELCO ULTRACON INTO SOLID CONCRETE DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ANGLED VERTICAL I w! m MULLION;13731376 1............................_..........U.'..U._.....z OPINING WIDTH(in.) m m of !Y S4 61) 66 72 7s, 84 90 411 41;7. 106 24 120.0 120.0 120.0 120.0 120.0; 120.0 120.0 120.0 120.0 120.0 120.0 Z 30 120.0 120.0 120.0 120.0 120.0 120.0; 120.0 120.0 120.0 120.0 120.0 ¢ O oW.ia a x 36 120.0 120.0 120.0 120.0 120.0' 120.0 120.0 120.0 120.0 120.0 120.0 F o C .1'2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 oQ o w W 4t 120.0 120.0 120.0 117.5 113.1 109.9 107.7 106.4 106.0 106.0 106.0 I m o _..,_.._......_...._.........__...__ _..... ,1 54 120.0 111.7 104.4 98.7 94.2 { ;90.8 88.1 86.1 84.8 84.0 83.8 m:;¢I p i 60 106.0 97.3 90.5 85.1 80.8 i77.3 74.5 72.4 70.7 69.4 68.8 60 94.2 86.1 79.8 74.8 70.7 67.3 64.6 62.4 60.6 59.1 58.3 �10RESgi�i,,� � z 72 84.8 77.3 71.4 66.7 62.8 : 59.6 57.0 54.8 53.0 51.5 50.6 46.5 .�`h P 7r; 79.5 72.4 66.7 62.2 58.5 55.4 52.9 50.7 48.9 47.4 JSP;��CEA'sF•;A��.` ,v. No 58201 #10 SCREW INTO WOOD or METAL DESIGN PRESSURE CHART(PSF),FOR NON-IMPACT ANGLED VERTICAL MULLION,1373/1376 "33;• STATE OF 4u OPININGWb,TH(in.) 48 34 60 66 7"_ e ?8 84 911 !16 1412 1011 ?4 120.0 120.0 120.0 120.0 120.0 120.0, 120.0 120.0 120.0 120.0 120.0 c .30 120.0 120.0 120.0 120.0 120.01. 120.0 120.0 120.0 120.0 120.0 120.0 X 2 36 120.0 120.0 1200. 120.0 120.0; 120.0 120.0 120.0 120.0 120.0 120.0 4/27!2015 42 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ..._......_......_._._..._.._.____...__.....___....__i z 4P, 120.0 120.0 120.0 120.0 120.0: 120.0 120.0 120.0 120.0 120.0 120.0 LUCAS A.TURNER,P.E. FL PE#58201 J 54 120.0 120.0 120.0 120.0 120.0: 120.0 120.0 117.8 116.0 114.9 114.6 1239 JABARA AVE. j .a q11 120.0 120.0 120.0 116.4 109.5 103.5 98.7 94.9 91.9 89.7 88.5 NORTH PORT,FL 34288 66 120.0 112.5 102.7 94.8 88.4 83.2 78.9 75.4 72.5 70.2 68.9 ! PH.94 TION: 1574 z ;HEFT DESCRIPTION: -72 104.3 93.7 85.3 78.5 73.0 68.5 64.7 61.6 58.9 56.7 55.5 7r, 91.2 82.0 74.7 68.8 64.0 60.1 56.8 54.0 51.7 49.8 48.7 DESIGN PRESSURE CHARTS ORAWtJ BV: DATE: AAJ 11!19!08 ...._....._...__................._... ... j UUVG�i� FIF.V.' ..........'I CWS-243 B scAcE NOTE:OPENING WIDTH IS THE SUM OF THE INDIVIDUAL WIDTHS OF THE TWO WINDOWS BEING MULLED. ' SHEET 4 � 1:1 2 OF 6 i i i t i i , ITEM PART# DESCRIPTION �I 1 S-1373 ANGLED MULL BAR- 1 � � � WINDOW 2 S-1376 ANGLED MULL BAR-2 90051E+"IS 44TH i 3 P-3767 #10 x 1" HEX WASHER HEAD TEK ! OCALA, LORID 34 j ._.............._..............-...._................................................; 4 !'-i767 ]ANCHOR CLIP, ANGLED MULL j ' ti4"DIA.HOLES TO BE DRILLED AND LOCATED BY INSTALLER ANGLED fi 1/2"MIN .: .. IN ACCORDANCE WITH MINIMUM EDGE DISTANCE ! i I L� AND ANCHOR SPACING SHOWN HERE.(SEE SHEET$) MULL BAR NON-IMPACT V2."MIN.—.__� y .a:'MIN. 112"MIN. �1 T. rim F j ! I ole o ..........._ __ ._... J BIW } V2"MIN, , W I ? f I i LLILL OLD 4 I ..___I. t N I N w ¢!¢ O ata f i W!W CC �+ 3118- j d i .o% oREla r ,, 6 718" ��•� "'�G l� fl�+.,, 31/2` t .-._...1/8" -tta" ` 2 J. No 58201 :t1 { ' O ATE S F T = ; tt p , ANGLED MULL 1-1373 AN LED MULL 2-1376 1/e" fit i 4112095 _...._..........—... 1 LUCAS A.TURNER,P.E. a FL PE#58201 i ANCHOR CLIP-1767 1239 JABARA AVE, NORTH PORT,FL 34288 ! PH.941-380-1574 SHEET DF.SOPIPTION: i I ! i BOM AND EXTRUSIONS � i �DRAN/N�BY: BATE: AN 11/19108 DWG#: 1iEV:: j CWS-243 B e I sCn�E: SHEET � NOTE:ALL EXTRUSIONS ARE 6063•T6 ALUMINUM € --� -- —��— _ 1:2 3 OF 6 I i I i 4 i I Wl1DOM/SYSTEM'S 1900 SW 44TH AVE. WWW.CW5.CCA34474 1 I _......»._.._.I 3 ANGLED MULL BAR NON-IMPACT ' T;a w v Y LL �4J 1 W Y ! I ( `J� "im � 's 4x) lax) 14x) O �i I p j! , w ml 01 L7 l21 � �17W '\V ZIJ.......... I l ---__;� j ititsutrr _...._____.._.._.._—.SEAL BEHIND FLANGE �—SEAL BEHIND FLANGE 1 -- SEAL BEHIND FLANGE y♦�L�" '�,�C E N SF Qit j I BEFORE ATTACHING BEFORE ATTACHING i BEFORE ATTACHING �+�1 No 888201 '; ^1 WINDOW TO MULLION. , WINDOW TO MULLION. ':. WINDOW TO MULLION _ _....-.,.—�...___._.__...-__..SEAL ALONG FULL LENGTH ----------SEAL ALONG FULL LENGTH ---_---------SEAL ALONG FULL LENGTH .3 OF FLANGE GROOVE PRIOR i I OF FLANGE GROOVE PRIOR OF FLANGE GROOVE PRIOR '4 j TO CONNECTING MULL BAR TO CONNECTING MULL BAR TO CONNECTING MULL BAR 901 STATE OF SECTIONS WITH STRUCTURAL SECTIONS WITH STRUCTUHAI- SECTIONS WITH STRUCTURAL �', ♦ i HESIVE SEALANT. ! ADHFSIVF.SEALANT. ADHESIVE SEALANT. �� ,�",O R 1�?�'��♦ C�,�4)' IER HULL_13AFi SECTI(}N f B,'� ANGLED MULL BAR SECTION rC~ hNGLED MULL BAR SECTION �r�*S rQNA� +`♦♦♦ N WINDOWS-45"-" � I /-1'WTnTCNINDOFI�30° ��4 TWIN WPI IDOWS-15° r 2712015.___—__., LUCAS A.TURNER.P.E. FL PE#58201 f 1239 JABARA AVE. I j NORTH PORI',FL 34288 c ( PH.941-380-1574 F PTION: i ION VIEWS I E 11/19/08- ._..... ..BEV.: E CWS-243 B f sc"aiE: SHEET i 1:2 40F6 I 't i w { • I k { i �'f�®111' ANGLED MULL BAR ASSEMBLY OPTIONS WIE4tOINSYSTEM � i APPLIES TO 45,30& 15 DEGREE CONFIGURATIONS 1900 SW 44TH AVE. I OCALA,FLORIDA 34474 I i WWW.CWS.CC , ANGLED i ! MULL BAR I I BAY WINDOW NON-IMPACT N v. I m E- 2 w }^� I I i ? mim z I BOW WINDOW(EVEN) ^Io I �ia: 0 > ( r[I¢ O w j 1 00L w w cr , I < < I . { a a m ¢ O BOW WINDOW(ODD) FNs�..pyp -J: No 58201 '�'A jNOTES: I �.•• STATE OR gip` ! I ' I 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR-THRU FRAME A$SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVALSING A HEX WASHER HEAD TEK j WOOD SCREW INDICATED IN DOCUMENTS,FOLLOW THE ANCHOR HE WINDOWING AS INDICATED IN THE A APPROVAL.TEK SCREWS BHAo BE.I LONG ENOUGH TO ENSURE T14REE(33)W APPROVAL FOR ATTACHMENT TO DSUBSTRATE.UTHREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAROF THE �SIZE(#10 OR q12)AS THE .........'i,S / ' I 2.THE INSTALLER SHALL DRILL HOLES THRU MULL BAR AND MULL CLIP PRIOR TO INSTALLING SCREWS. A MINIMUM EDGE DISTANCE OF 112"SHALL BE MAINTAINED ON THE CLIP IN ANY DIRECTION.A MINIMUM CENTER TO CENTER SCREW SPACING ON THE CLIP SHALL FOLLOW NOTE 7 BELOW.THEI INSTALLER MAY LOCATE SCREWS,WITHIN THE ABOVE CONSTRAINTS.AS NEEDED. r'�L 1 4/2712015 3.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALIL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. FL PE#58201 4,ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED 1239 JABARA AVE. WOOD MUST BE PROTECTED TO PREVENT REACTION. NORTH PORT,FL 34288 � 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTi RER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 �f MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: i 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•1X BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES ! i 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALLIFASTENERS:1-5;8"FOR MASONRY,3/4"FOR WOOD AND METAL. oRnwN 9Y: naTE: AAJ 11/19/08 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. -- -- —----- i SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 6ovc's: REv.: CWS-243 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: FMAIAAMA 100(FIN WINDOWS),FMA/HAMA 200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTERIOR DOORS) 1:1 5 OF 6 I t l t I j , I I i �T• i bV1NC3CVf sYSTE +� ' , 44TH AVE. OCA 1 i INTERIOR INTERIOR OGALAFLORIDA 34474 i # WWW.CWS.CG " . DIST.(TYP,) MIN.EDGE DIST.(TYP.) I 114MINE.DGE ANGLED #10 x I"TEK BY INSTALLER ..... ... .......L__t.__._.........._.._..�)._...... _...___.__.»._' it]0 x V TEK BY INSTALLER ---. .-.�.......L._..........__._....`®)..._.. __......._._............ MOLL BAR INSTALL AS SHOWN ON SHT 4 I INSTALL AS SHOWN ON SHT d NON-IMPACT THRU MULLION AND MULLION ( ( I I THRU MULLION AND MULLION C CLIP INTO PREDRILLED HALES .... ....._'-.I._._..................«g)..._..........__1-5.8°»j.l.(TYP.) CLIP INTO PREDRILLED HOLES .. ,...1......j.._....._..._._._. n «`Q)-.._........__'.»51O°.MIN.(TYP.) � I -IN STAL I TION ANCHOR(2X) 4 Y III SEE TABLE 1 -INSTALLATION-- ! (W } - ------- ANCHOR(2X) i Q_ •' (; --- SEE TABLE i /1DD STRUCTURAL ELEMENTS wI m MULL BA MAKE LEVEL FOR f { _..LL.,..m o I >i i ' °4edU N)N w PERIMETER,SEALANT------- �� EXTERIOR FINISH------- ti•°v•^. I MIN.EMBEDMENT DY OTHERS '"'•O ^� M NT s ¢ O Q BY INSTALLER - _•.>.0- S n. w F- INSIDE AND OUT SEE TABLE 1 _ .. •o .•.. EE TABLE 1 E a a. PERIMETER SEALANT-...-.._ii-d::o.. 1 o I o i - .•o.; www m - I j BY INSTALLER ••:,,•o _ ! H' C? ( INSIDE AND OUT ° a a SUBSTRATE BY OTHERS---- i °•�J� I n SEE TAB SUBSTRATE BY OTHERS--t°°;q I j I ._._......-..-_.. .._._ SEETADLEI ; --MW.EDGEDIST. !- GE DI5T. SEE TABLE 1 - LEI SEE TABLE t m(¢I ' HEAD AND JAMBS SIMILAR FOR FLAN D`1 VERTICAL SECTION -� E VERTICAL SECTION TYPICAL FLANGE ANCHORAGE GE INSTALLATION \6 HEAID AND JAMBS SIMILAR FOR FIN INSTALLATION ,��`Q�OR.. I i . 4 t No 58201 9'• STATE OVAOF 412712 0 1 5 � j ! I LUCAS A.TURNER,P.E. FL PE#58201 TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE, iSUBSTRATETYPE ANCHOR TYPE i MIN.EMBEDMENT MIN.EDGE DIST. NORTH FORT,FL 34288 CONCRETE(2A KSI MIN.) 3116"11W TAPCON y j 1" 3" PN.941-380-1574 I HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON ; 1" 3° HEFT bESCRIPTION: CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON j 7-314" 1" NOTES: INSTALLATION DETAILS { 3t16"ITW TAPCON d-TS" 718" 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS 2X MIN.SOUTHERN PINE(G=0.55j OR ELCO ULTRACON j IINSTALLATION, QRAWN 8Y: DATE: AFTER _-__--.-....__...____ .»__._.»_...._.....,__...... 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW ; j 1-3/8" 718" AAJ 11/19/08 j 2.TWO(2)ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. 16 GAUGE(0.060"1 MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7116 _ " -_....__.__.._._. fSYVG tY-�•� FiEV.: f (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 3.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-243 B 1/8"ALUM.(6063-T5 MIN.)OR 910 GRADE 5 SELF-TAPPING t FULL THREAD SPECIFIC INSTALLATION DETAILS. _...»......____.__-._...__,._..__...........__... 1/8"STEEL(33 KSI MIN.) DRILLING SCREW ; I THRU 0. 2> 1 " 7116" scAie: SHEET I 1:2 6dF6 i I I � I j =21 L gx 'Mlzt, k lO{'9da dry_;i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publicati Busines Product Approval Professi 'al USER: Public User 1 equi L - 1.11 3 Product Approval Menu > Product or Application Search >Application List>Application Detail F FL # FL17355-R2 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approval: the POC and/or the Commissic 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 Ades/Phone/Email 1900-S11V-44th Ave.- —---- -- ___-_----------•--------------------------•---.__--._------------_----.-____-------_._ _........_ - - - - ---------- ----0cala�--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 Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hard Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2// ASTM E1300-04 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/10/2015 Date Validated 06/11/2015 Date Pending FBC Approval Date Approved 06/16/2015 Summary of Products FL # Model, Number or Name Description 17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizc Limits of Use Certification Ager Approved for use in HVHZ: No FL17355 R2 C CP Approved for use outside HVHZ: Yes FL17355 R2 C CP -Impact Resistant: No FL17355_R2_C._CP - Design Pressure: N/A Quality Assuranc( - Other: Max. sizes: 74'rx 63"-and-74"-x-72".--See installation--- —10%16/2018_--_—_--_------- -- _. details_.for DPs. Glasscom.pl.ies with ASTM E1300-04. _ .__ Installation Instri FL17355 R2_II C\ Verified By: Lucas Created by Indepe Evaluation Reporl FL17355 R2 AE E Created by Indepe 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizc Limits of Use Certification Ager Approved for use in HVHZ: No FL17355 R2 C CP Approved for use outside HVHZ: Yes FL17355 R2 C CP Impact Resistant: No Quality Assurancc Design Pressure: N/A 03/30/2019 Other: MaX. size.]..7.1_^_x.63"..XO.X.1/3-1/3-1/3 and Installation Instri 1/4-1/2-1/4: See installation details for DPs. Glass complies FL17355 R2 II C% with ASTM E1300-04. Verified By: Lucas Created by Indepe Evaluation Report FL17355 R2 AE E Created by Indepe 1 355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horiz( Limits of Use Certification Ager Approved for use in HVHZ: No FL17355 R2 C CP Approved for use outside HVHZ: Yes FL17355 R2 C CP Impact Resistant: No FL17355 R2 C CP Design Pressure: N/A FL17355 R2 C CP Other: Max. sizes: 74" x 63" and 74" x 72". See installation Quality Assurance detail for DPs. Glass complies to ASTM E1300-04. 12/10/2018 Installation Instr FL17355 R2 II_C\ Verified By: Lucas Created by Indepe Evaluation Report FL17355 R2 AE E Created by Indepe Back Next Contact Us :: 1940 North Monroe Street,Tallahassee FL 32399 Phon( The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Stateme Under Florida law, email addresses are public records. If you do not want your e-mail address released in res mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions, plez (1), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the emails provided may be used for official communication with the licensee. However email addresses are publi• please provide the Department with an email address which can be made available to the public.To determi click here. product Approval Accepts: Man:.: ' GENERAL NOTES: 1�THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFAu ALISLIIDE� -TURED HORIZONT R NON-IMPACT TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION. OCALA.WWW CWS.FLOcCRIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 21 .................... FLANGEWIDTH._ 3.CONFIGURATIONS:"XX". 74'MAX UNIT WIDTH-----j 620 PVC 4.DESIGN PRESSURE RATING(SEE SHEET 2): HORIZ.SLIDER -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND MAX.SASH WIDTH GLASS TABLES ASTM E-1300-04. NON-IMPACT I 32 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER LASS I. INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04.V16 G D"O T_ LU 5.ANCHORAGE:THE 33 1/31 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 73 114"HEDETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR FLANGT E WOOD ANCHOR CALCULATIONS. tG\IGH --1_- ."_ �.......... 72- 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE U) MAX. C C SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. UNIT Dol HEIGHT FULLY WELDED, 7,ALL FRAMES AND VENTS i x X > i 8.SERIES MODEL DESIGNATION HS-620. 0 cc; MAX a. SASH 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: HEIGHT I X=OPERABLE SASH o All-0.7 LU L 75 1/4'FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, C; 74"MAX.UNIT WIDTH .......... ..................__ I 11 EXTERNAL NAL W E E P SLOT OT 5/16"x 2-I III"LOCATED 4-1/2"FROM M 36' MAX.SASH WIDTH BOTH ENDS. 321116 LASS D'Lo A No 58201 Lucas A.Turner s s4v4�FLANGE 2015-04-27 STATE OF HEIGHT 21:05-04:00 MAX! B I B J A\, % UNIT HEIGHT 6�4 ASS DLO "COLA2SS"DLO JE X _-7 1 59 1116" X X MAX SASH 4/27/2015 HEIGHT LUCAS A.TURNER,P,E. FL PE 201 GLASS 1239 JAIBURIA AVE. DLO NORTH PORT,FL 34288 1 PH.941-380-1574 ................. ...............— A SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF.CONTENTS DRAWN 6Y: DATE: MAX. UNIT 2011 MTG. RAIL DESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15 GENERAL NOTES&ELEVATIONS 1 S Dwo 9: IZE REINF. DP CHARTS&GLAZING DETAIL,.......2 - CWS 1059 SECTION VIEWS..................................3 74"x 63 I NO SEE COMPARATIVE ANALYSIS --ALE- EXTRUSIONS&B.O.M 4 NONE Sc SHEET ANCHOR SCHEDULE&NOTES..........5 74"x 72"i I YES CHARTS, SHEET 2 1:25 1 OF6 INSTALLATION DETAIL _6 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH 6LASSI,TYPES A,B,C,OR D Unit Unit Helq0_ ; Width 35 lli_• 391/2 431/2 471/2 %"51)q) 1 551/2 59 1/2 63 SYSTEels I 1900 W 391/2 +501-75 +501-75 +50/-75- +50/-75 - +50/-75 1 +50/,-75 -+50/-75 +50/-75 OCASLA. 44TH AVE. FLORIDA 34474 43112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1 +50/-75 +50/-75 +50/-72.6 7/8"OVERALL. WwW.CWs.Cc 47112 +501-75 -75 +501-75 j +501-75 +50/-70.2 +501-66.5 ............. ......................................-............. +50/-75 +501-75 +501 1/8"TEMPERED 511/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74 +50/-67.5 +50/-62.1 118"ANNEALED +50/-75 +50/-75 +501775-- +501771.3 +501-65 +50/-60.4 9,116"AIRSPACE -9/16'AIRSPACE 620 +50/-75 _T71 "OVERALL PVC +50/-75 + -75 .+ 0/_ +501-75 +50/-75 1+50/-wl +50/-62 +50/-57�5 1/8"TEMPERED HORIZ.SLIDER 501 1 118*ANNEALED 631/2 +50/-67.9 +50/-67.9 _+ 1-67.9 +50/-67.19 +5,0/-67.9 1+50/-65.4 +50/-59.4 +50/-55 SIKAFLEX 552 OR NON-IMPACT 1 0., 'o'_ 0 6 671/2 +50/-60�'. +50/-60.1 +50/-60.1 +50/-60.1 +501-60.1 7 7.2 +50/-52.9 SIKAFLEX 552 08 PURFECT GLAZE-H- S" _5� - PURFECT GLAZE'H* +50/-53.6 _Z06 F-53-6 +60/-53.6 +50/-53.6 0/-53.6 +50/-51 ..........i 2 50/-53.6 �+50/-53.6 +5 -750�_/ 50 J5./l�-50 -50 +50/-50 1 +50/-50 Z741 1 !+�6 7-!au�I +ou I_Du +504-50 7_+50 1 51,81,GLASS BITE 5/8"GLASS BITE FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,ORD F_ ............... Unit Height Unit Width 35 1/2 391/2 431/2 47112 51 1/2 551/2 591/2 63 cc I ....... ......... ...... U)l 39 1/2 5005 +50/-75 +501-75 +50/-75 +50/-75 +50/,-75 +501-75 +50/-70.6 431/2 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 1 +50/,-75 +50/-70.1 .50/-65A O! 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 j+50 171.5 +50/-65,5 +50/-61 > 51 1/2 +50/-75 +50/-75 +50/,75 +501-75 +50/-74.5 +50 -67.5 +501-61.7 +501-57.4 w 551/2 +50/-75 +50/-75 +50/-75 +50/-75 -+50/-71 j+50/-,64.1 +50/-58.5 +50/-54.4 59 1/2 +50/-69.6 + + 69.6 +50/-69.6 +50/-68 +501-61.3 +50/-55.8 +501-bl.0 cc 63/t2 +50/-61,1 +50/-61.1 +50/-61.1 +50/-61.1 +501-61A j+50/-58.9 +501-53.5 +49.51-A9.5GLASS TYPE AGLASS TYPE B 1. 671/2 +50/-54.1 +60/-54.1 +501-54.1 +50/-54.1 +50/-54.1 +50/.54.1 +50/-51.5 +47.6/-47.6 Lu 71 1/2 +48.2 -48.2 +48.2/48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 '+48.2(,-48.2 +48.2/-48.2 +45.9 1-45.97/8" OVERALL - 7/8"OVERALL 74 +45.1 -45.1 +451-45 _+45/-45 +45/-45 +451-jb i +45 P-40 +4*1-45 +45/-4 0 3/16"ANNEALED TEMPERED i L............. z .................. ............. FLANGE WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"XIX"WITH GLASS TYPES C ORD 7/16'AIRSPACE 7/16*AIRSPACE )REIJ, It.-, '141....... Unit Unit Height -------3116'ANNEALED 3116"TEMPERED F N 51 1/2 55 1/,2 5 35 112 39 1/2 43 1/2 [ 471/2 9 112 63 112 67 1/2 72 SIKArLEX 552 OR SIKAFLEX552OR j Width PURFECT GLAZE"H' PURFECT GLAZE No 58201 +501-72.6 +50/-75 +50/-75 +50/-75 1 +50/-75 +50/-75 +50/176 1 1+50/-75 +50/-75 +50/-75 _---.._.-_.__T. 39112 ........... 431/2 +50/-75 +56-/-75 -+501-75 +50/-75 +50/-75 +50/-,75 1+50/-75 +501-76 +501-72.3 +50/-67.0 -0 471/2 +501-75 +50/-75 +50/-75 +501-75 +50/-75 +501.75 1+50/-75 +50/-72,7 +50/-67.4 +50/-62.4 5/8"GLASS BITE 5/8"GLASS BITE 'P STATE OF +501-63.3 +50/-58.5 _0 Si 1/2 _75-0/ 75 +50/-75 +50/-75 +501-75 +50/-75 +501-*75 +501-7,4.2 +50/-68.3 7 '75 +50/-70.4 +50/-64.7 +50/.59.9, +50/-55.2 ........... 55 112 +50/-75 1 +501-75 1 +50 -5 +50 +50/-75 +50/- ................. 59 1/2 -59.6 +501-69.6 + -69.6 +50/-69.6 +50/-69.6 +501 +50/ 501-69.6 1 -67.1 +50/-61,6 +50 t-56.9 1 +501-52.4 +50/-61.1 +501-61.1 +50/-61.1 +50/-6 631/2 +50/-61.1 +50/-61.1 +}501-67.1 +50/-5&9 +50/-54.3 +50 0.0 67 112 +5D/-54.1 +50/-54.1 +50/-54.1 +501-54.1 +50/-54.1 +50/-5 .1 +501-54.1 +50/-54.1 +501-52.1 +47.9 -47.9 6 .2 71 112 ;748.2/-48.2+48.2/48.2+48.2/-4-T2+48.2/-48. +48.2/48.21+i8j2/�48.2+48.2/.48.2+48.2 -48.2+482/-48.2 +46/-46.0 4/27/2015 7- 745 1-45 -745_/ 45 +45/4 + 5'� 1+45/ LUCAS A.TURNER,P.E. 74 +45.1/-45.t +451-45 5 +45/-45 +45/-45 FL PE#58201 - "E" 'Zu I F_ FIN WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D 1239 JABARA AVE. NORTH FL 34288 _ ' Unit Unit Height GLASS TYPE C GLASS TYPE D PH.941-380-1574 -Width 35 1/2 39 1/2 431/2 47112 51 11 1 551)2 591/2 631/2 671/2 72 SHEET DESCRIPTION: R SI P SSU 391/2 +501-75 1 +50/-75 +50/-75 +50);15 +501-75 +50/.,75 J+50/-75 +50/-74.8 +50/-69.61 +50/-64.5 DESIGN PRESSURE 43 1/2 +50/"- CHARTS AND GLAZING +50/-75 +50/-75 +50/-75 +60�-75 75 +50/-7.4.9 +50/-69.2 +50/-64.3 1 +50/-59.6 471/2 +50/-75 -7 -75 +501;75 150 -70.0 1+50/-64.6 +501-59.91 +501-55.4 .....DETAILS +501-75 40/-75 51 1/2 +50/-75 +501-75 +501-75 7520�l_725 +N11-75 +50/-72.1 }50 +50/-56.3 1 +50/-52.0 oRAwN 111/2 +501-71.1 +50/-71.1 +50/-71.1 50/-71.1 +50/-68.5 +501 +501-53.2 +49.1/-49.1 EMK 04/2P/1 5 59112 +50/-61.9 +50/-61.9 +501-61.9 +50/-61.9 +50/_61.9 +50/-61.9 }50/-59.6 1 +50/-54.7 +50/-50.6 +46.61-46.6 -31 63 1/2 +50/-54.3 /-54.3 -+50/-54.3 +50/-54.3 +50/-54.3 +50/.54, -54.3 + U/-52.4 .48.3/-48.3+44.4 -44.4 1 cws_1059 in 67112 +48.1/-48.1+48.1/-48.1+48.1/-48.1+48,11-48.1 748A-/ 48.1 +48.1/•48.1+48.11-48.1+46.3/-46.3+42,6 -42.6 NOTE: 71 172-+42.8 1-42.8 .8/-42,8+42A 1-42. 742.8-/ 42.8 74-2.8/-42.8,+42.8 +42.8/-42.8+42.8/-42.8+42.8/-42.8+40.9 -40.9 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF fj +40,1 -40.1 +40/-40 r-;4-� ;40_/ 40 -;-0-/40 401 + - 74 4 40 1 1+40/40 1-40 +40/-40 +40/-40 i I I I WINDOW SYSTEMS INTERIOR i i5005W447HAVE. } OCALA,FLORIDA 34474 iQ www I I � -�,�� •. `�,-r L/ WWW.0ws.cc W S.GG_... .... _ I i i ' 0 620 PVC HORIZ.SLIDER = NON-IMPACT W , '1 { zCIDoj lg i !' fy I t C' o wE _ .......... SECTION VIEW B-8 j a U w ... z..._ 's% PP . r�Oi I INTERIOR j ENSF.t No 58201 (J STATE OF 1 4�. ` 4 ONAI e-N L� -o 4/27/2015 SECTION VIEW C-C MTG RAIL REINFORCEMENT(2011)REQUIRED LUCAS A.TURNER,P.E. 01 ON UNIT HEIGHTS ABOVE 63" ( FL PE tF 1239 RA A F �� I NORTH PORT,-1 34288 � \J..........................._.. PH.84i-3$0-1574 Sh{I:FT bFSCRIPTION: i u g SECTION VIEWS i i SECTION VIEW A-A EMK 04/22/15 E ATE FIN FRAME bWG& REV.: ALTERNATE CW:S-1059 ITEMS NOT SHOWN FOR CLARITY: l __..................----..---.---._.,-_.....-_...._...... scale: SHEET 7-$.10,12,15-16&21 - 1:2 j 3 OF 6 I i ' I I PARTS LIST CORNER CONSTRUCTION ITEM PART DESCRIPTION MATERIAL VENDOR 4 liB"- -------- 1 H-6127 MAIN FRAME PVC ATN "VINDavif Symms PVC ATN I 2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVU 1900 SIN 44TH AVE. If OCALA,FLORIDA 31,174 3 H-6139 SASH DRAW RAIL 4 H-6140 SASH TOP/BTM RAIL PVC ATN I t v2 WWW.CwS.Cc ................... .................... 5 -FT6-140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN i 6 P-3028 SETTING BLOCK,1/8"x 7/8_x 2" FRANK LOWE I (415 7 -3029 SCREEN LIFT TABS STEEL SUMMIT 620 PVC IP ALL SIDES 4 1/8' CORNER WELD 1,16 8 1 P-3033 ISCREEN SPRINGS STEEL FLA SCREEN I HORIZ.SLIDER 9 P-3218 SCREEN FRAME ALUM FLA SCREEN 1 71 NON-IMPACT 10 P-3228 SCREEN SPLINE - DAPA 1 L_____ AMESBURY I 11 P-3305 WTSP.,�0.187"x 0.270"SOFT FIN 12 P-3511 #8-18 x 0,625"PN PH TEK#2 POINT ZP STEEL FASTENAL 1 w 13 P-3783 IMPACT SASH LOCK INTERLOCK I ......... 14 P-3784 KEEPER INTERLOCK I PVC MAIN FRAME-H-6127 PVC TOPIBTM RAIL-H-6140 15 P-4146 #8-18 x 0.750"FH PH#2 POFN_TTEKZP STEEL FASTENAL I 16 P-4754 SCREEN CORNER—KEY NYLON FLA SCREEN I 17 P-5420 WEEP COVER ASSY NYLON ASHLAND I 18 P-5421 0.625"HOLE PLUG NYLON HEYCO I 0 Zi 19 P-5423 #8-18xO.5OO'PNPHTFK#2POINT ZP STEEL FASTENAL i Y I 20 P-5428 ROLLER ASSY AMESSUR 1"' 7116" >1 23RUBBERMINOR RUBBER w P-5436 JAMB BUMPER RUB U 16' 1/16 lit6' 24 P-5441 L BLOCK NYLON 1 15/16' a" 13V716' C2)8 26 S-2004 I REINF.,SIDE RAIL ALUM ASCEND I ASCEND I —----- L7 005 REINF.,MEETING RAIL,INT.PANEL ALUM (n 28 S� ASCEND I w 2029 INTERLOCK ADAPTOR ALUM ........... 29 1 S-2030 ROLLER TRACK ALUM ASCEND 32 -21 TI-LIFT FILLER ALUM AS PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BE—- 1 d 3, 5 .2 0 MARK ..................... ............... z' 13 REINF.,MEETING INU KAIL,EXT.PANEL ALUM KEY I 32 1 S-2044 REINF,TOPIBOTTOM RAIL ALUM ASCEND I 0 7 9 I 1 F M 1 2 3 4 5 1 2 3 1 4 1 5 ,6 1 7 1 8 1 q1il16`_- 1 9 :32 33 IS-6141 10.875"GLAZING BEAD Pvc ATN I ...... i S/lG' 34 GLASS ISEE SHEET 2 '5.. DOW CORNING 1199 SILICONE Z': No 58201 35 3 ZF"K,SIKAI-Ltzy,552 SILICONE HENKELJ SIKA, 36 _32) 3 37 ALUM ASCEND 1 1 7 5-2011 JREINF.,EXTERNAL 38 STEEL FASTENAL I J 38 P-3515 1#8 x 5/8"PH FLAT WHITE SMS ............. Ill 6" 'T.13 STATE OF '40 093" -1)161 . 39 P-5400 ICOVER,EXT.REINF. PVC TEAM PLASTICS -S-2005 LINE ITEMS NOT USED: ALUM REINF.-6-2043 ALUM REINF,-S-2044 ALUM REINF. ALUM REINF.-S-2004 ITEMS 5 19/16" 3181, 7116" 4/27/2015 r9l 7iB.' t,. LUCA Sf_-_, i ETURNER, P.E. �Lft 58201 I PVC COVER 1239 1ABARA AVE.P-5400 NORTH PORT,F L 34 ALUM ROLLER TRACK-S-2030 ALUM EXT.REINF.-S-2011 PH,9413801574288 SHEET DESCRIPTION: ............ EIV11K 04/22115 CV/S_1 059 1:2 4 OF 6 1 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED,1 f j i I I w14\100W SYSTEMS + I 6"MAX O.C.(TVP.) ANCHOR AT h11DSPAN "�-"" � 1900 SW 44TH AVE. FOR UNIT HEIGHTS OVER 63"(TYP.) I I OCALA.FLORIDA 34474 6"MAX.(TYP.) -'� "3'(TYP.) 1 4"MAX.(TYP.)......... ....�._6:,(TYP.) ! OTE'l. 4„MAX.!TYP.) ry 'I f"_3.. T'HRU FRAME ANCHOR(TYP.) ........_..............6ZO...PVC.........................._.....j SEE N 5"MAX.(TYP.) + 1- - INSTALLATION ! --'-SEE NOTE 2 HORIZ.SLIDER 161/4" ANCHOR(TYP.) .�..,., NONIMPACT + MAX.O.C. ! - INSTALLATION (TVP.. j ANCHOR(TYP.) ..,.,...1..._....__......_.._. J I .1......... MAX.O.C. i (TYP.) j ZI 0j j i z w� aLD LL I «_._... ANCHOR LAYOUT-(FLANGEI i FI NOTE 1'HHU FFO ME ANOHORS(@ OT"G RAIL ......_L....._......... OZ + ttt{ltltigr� """� No 58201 :�A i NOTES: ^v c * o = �: STATE pF :ski' 1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. /�i�C�S','�.�O R i 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 1i16"IS PRESENT. LOAD BEARING SHIMS SHALL BE ItONA' j CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE'NOTALLOWED. ! 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET'6. 4/27/2015 I ! 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 WOODMUST 58 BE PROTECTED TO PREVENT REACTION. PE PE tt 201 1239 FL #58 AVE. j 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 CONCRET&CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND! OPTIONAL. j NOTES i 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. _...._._..__._..........._..__.............. onAwN ev: HATE: j 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. EMK 04/22/15 j SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. --'-- -------- - ,! bWG 0: R.v.: j V.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OFTIIll REFERENCE DOCUMENTS: CWS-1059 ! FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS). FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) S(.ALE: SHEET" 1.20 5 OF 6 f I i i MIN.EMBEDMENT SEETABLE I- 51YISSTRAT.E TYPICAL HEAD ANCHORAGE i . OTHERS H�R augum GE DISt. 114�MAX.SHJM SEE TABLE I MIN.EDGE DIST, F—SUBSTRATE VVINZIDow slsnms MIN,EDGE 1 7 SEE TABLE I BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1 SEE TABLE 1 OCALA.FLORIDA 34474 1/4"MAX.SHIM— WWW. SUBSTRATE BY OTHERS MIN,EDGE DIST. SEE TABLE 1 SEE TABLE I MIN.EMBEDMENT PERIMETER SEALANT j SEE TABLE I INSTALLATION ANCHOR 620 PVC SEE TABLE I BY INSTALLER R I HORIZ.SLIDER INSIDE AND OUT MIN,EMBEDMENT SEALANT BEHIND SEE TABLE I NON-IMPACT FLANGE BY INSTALLER I/4"MAX.SHIM —F- -� PERIMETER SEALANT BYINSTALLERI PERIMETER SEALANT Li--- INSIDE AND OUT _j BY INSTALLER INSIDE AND OU l" INSTALLATION ANCHOR SEE TABLE I ----SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND i FIN BY INSTALLER I z; INSTALLATION ANCHOR— HORIZONTAL SECTION SEE TABLE I TYPICAL JAMB XNci46_ii_A6iF TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z LUI 1 1 0 ccl a. NOTE:ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET.A/6)REO'D AT MTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. 1 00 ul z 0 114"MAX.SHIM! SEALANT BEHIND "Allifitit", - ......... FLANGE BY INSTALLER % ��ACREW "re rj PERIMETER SEALANT-------- MIN,EMBEDMENT BY INSTALLER SEE TABLE I No 58201 INSIDE AND OUT ........... x-z SUBSTRATE BY OTHERS MIN.EDGE DISTJ i STATE OF .40 SEE TABLE 1 SEE TABLE I .� VERTICAL SECTION I SEALANT UNDER SCREW._._.._ HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE TABLEA:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. fRAME TYPE ISUBSTRATE TYPEJA �TYPEE j I MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANG ICONCRETE(2.0 KSI MIN.) PERIMETER SEALANT--- 1239 JABARA AVE. 13M6911W TAPPON INSIDE AND OUT PH.941-380-1674 FLANGE IHOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO,U111TRACON HORIZONTAL ........_.___'_'...__ SHCETOF.SCRIPTION; FLANGE HOLLOW GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO UUTRACON 1.1/4" 2.1/2" BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMRS FOR BOX INSTALLATION 0 0 N L 0 LoRE WT 0 E MIN. S 1 3/16"ITW TAPCON ION DETAILS Go 1-3i8" 7i B" INSTALLATION FLANGE E2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON M 1 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 2XMIN.'SOUTHERN PINE 113=0.55) #10 WOOD SCREW fffkwwWff: PROVIDED: UP TO AND INCLUDING A BOX-PRAME APPLICATION IS ACCEPTABLE PRO� 16 GAUGE(0.060-)MIN,STEEL STUD #10-16 HILT]KWIK-FLEX OR tTW FULL THREAD EMK 04/22/15 FLANGE S'Y I THRU 0.060 7/16" (33 KSI MIN) TEKS SELF-DPILLING SCREW - MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED IbWd v` tipv:; / 7il6" c 1/W ALUM.(6063-T5 MIN.)OR 410 GRADE 5 SELF-TAPPINGFULL THREAD INSIDE AND OUT.FULL PERIMETER,BY INSTALLER. WS-1059 "B"STEEL(33 KSI MIN.) DRILLING SC9EW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS XM I So F FIN 2X MIN.SOUTHERN PINE((34.55) 1#10 WOOD SCREW SHOWN FOR FLANGE WINDOWS. SHEET FLANGE 1:2 6OF6