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HomeMy WebLinkAboutProduct Approval / { -FILE COPY ............ GENERAL NOTES: I ,. SINGLE HUNG LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED' ( wimDow 5Y9TEm8 (SHOWN W/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC) CURRENT � 7900 SW 44TH AVE. EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND OCALA,FLORIDA34474 ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OC LA,FLORI THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZI OR IN ASTM E 1996 WINDZONE4 AREAS.. i 5a 3.'3" _ 5100 PVC ' FLANGE WIDTH ' - • _ .2.GLAZING OPTIONS:,(SEE.SHEET2j , SING(•_E.HUNG . -- -- 53 118" ----- 3.CONFIGURATIONS:"O/X". — IMPACT 'MAXUNIT'WIDTH 4 DESIGN PRESSURE RATING: 491/16" — -NEGATIVE DESIGN BASED ON TE STED PRESSURE AND. GLASS DLO GLASS TABLES ASTM - E-1300 04.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, SSURE WATER i I c p1 - INFILTRATION TEST PRESSURE AND GLASS TABLES ASTMS.1300.04. - - - r 5..ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED i ` w w m N WOOD A. OF THIS.PRODUCT. D DURATION FACTO =1.6 W FO _ z Oz IN THE DESIGN E SWEET 5 FOR ANCHOR 1:' 3 SS DL R Cd AS USED R — - - - 77114" - - _ - FLANGE ' B' I 6.PRODUCT APPROVED.FOR IMPACT RESISTANCE.SHUTTERS ARE: i 2 E j O -`.".. .B''C' - LD - I . HEIGHTI i O NOTREOUIRED1. < a - t .. - 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM w CC 7I NT DE N AN ¢ o C SEALANT USED AT FIXED MEETING"RAIL D JAMB MAX L DESIGNATION SH 6100 _ UNIT , .. I T m < .: Z. HEIGHT. . - _ -. - -., yC�,,, I i A L E 8 SERIES 1 MO _ 9 E DESIGNATION XAND 4X TD SASHQR" HEFQLLOW FOLLOWING: SASH O TH , 37114." '..' X _ - 1 _. P ELEVATIONS L ��`5 5 345t6' 0.'SEGTION CAH OUTS.A PLY TO ALL ATIONS IN ASWI AR" MAX: LOCATIO"N V GLASS DCO , SASH I. No 56201 :�Ot HEIGHT I 41.EXTERNAL WEEP SLOT-114 x 1-112''LOCATED 5"FROM BOTH f is D. :I i 1,,. � ATE F m ��pa.fit er• f ;00 05:0 r GLASS DLO - .. .. CUCA$A.TURNER"P.E.. . - 49 I V18" FL PEA 58201_ wAX:SASH WIDTH' -. _ - .- .. ,:: -., - �• ` „ .1239 JABARA"AVE. 'NORTH PORT,FL 34288 PH 941 380-1574 SHEET DESCRIPTION:: .. AND GENERAL-NOTESION IE}P,AWm BY:ELEVATIONS TABLE OF CONTENTS . MAX. UNIT. QESIGN,PRESSURE MK- 12s/15' GENERAL NOTES&ELEVATIONS.....t IMPACT RATING ffwG REv.: SECTION VIEWS&GLAZING.... 2 SIZE RATING GW� EXTRUSIONS&B.O:M 3 __ ANCHOR SCHEDULE&NOTES 4 53-1/8"x-76' +/=50 PSF LARGE MISSILE IMPACT IscnLEF—�� 68 B .__. SHEET INSTALLATION DETAIL.......................5 1.20 1 OF 5 FINTERIORI W6"OVERALL WINDOW SYSTFMS 'IT-4, ( 1900 SW 44TH AVE. 1/8,,ANNEALED OCALA FLORIDA 34474 r= j. 7/16"AIRSPACE wwW.CWS.CC A6 c= 5116"LAMINATED 10 ANNEALED I 6100 PVC .090"DUPONT PVB INTEILAYEI SINGLE HUNG no 1/0*ANNEALED IMPACT Oil SIKAFLEX 552 OR -0 ra--= 3 PURFECT GLAZE-H- < Call -CI6,1 SECTION B-B ................ ..............— :2 m f Lu Ld NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, S%"GLASS BITE Z RIGHT SIDE SHOWS SASH SECTION VIEW. LL: 01 z > r,�) rT > 0 z GLASS TYPE A CO < 0 z INTERIORI 7- cc %0 �10RLW 9'* E A, 32 CT i'LQ� 0 STATE OF ♦1 . 35) [1�1 V' '5) 1/11/2015 2 F LUCAS A.TURNER,P.E. 2 A FL PE 9 58201 ,�4. 1239 JABARA AVE 4 E-1 SECTION D-D NORTH PORT,FL 34�88 DEEP POCKET UNI-FRAME PH.941-380-1574 ............ SECTION VIEWS AND GLAZING DETAIL DRAWN FY', MAUT E SECTION A-A SECTION C-C NOTES: ALTERNATE HD MEETING RAIL FIN FRAME AVAILABLE FOR BOTH UNI-FRAME EMK 05/26!15_ AND UNI-FRAME AND STANDARD FRAME TYPES. DWG 0: REV.: 880 BALANCERS AND DEEP POCKET UNkFRAME I CWS-1068 B (H-6193)REQUIRED FOR LARGER SASHES.(NOT SHOWN IN SECTION B-B) NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 I 1:2 20F5 r. V ITEM PART DESCRIPTION MATERIALI VENDOR FRAME'CORNER CONSTRUCTION /gyp H-6125 HEAD OUTERFRAME PVC ATN 37116" !' 31;2°---•---_-{ t 3/16" 1 j/ r//](rJ�® 9,16" L�J(yjypv --- }-- VNIidbOW SYSTEt(S 2 H-6125 JAMBS,OUTERFRAME. PVC ATN - - ----- ❑ — 1 3� I �. 3 H-6126 SILL OUTERFRAME PVC ATN 1" - ❑ t 2 Z�--CS^J OCA A,FLORIDAAVE. 4 H•6132 SASH SIDE RAIL PVC ATN t OCALA; LORI 34474� o 238" WWW.CWS.CC S H$136 SASH BOTTOM RAIL PVC ATN - � - 6 H-6137 FIXED MEETING RAIL. PVC ATN .. � ,/76" ( a� VtG : REINF 00R - ` 3 9/t 6' 3 7%8" 5-2006 ' 7 H-6138 SASHTOP RAIL - PVC ATN 8 S-6141 GLAZING BEAD - PVC ATN 0 r: p� -- 3!4 - —.f CORNER WELD(ALL SIDES) 6100PVC 9 S-6142 SASH STOP - PVC ATN - I - �- - 'D SINGLE.HUNG 10 5.6143 SCREEN ADAPTOR PVC ATN i. ,an6" IMPACT .. 11 P-5085 WSTP QLON BULB VINYL AMESBURY 1 1. 12 P-5471 WSTP QLON BULB VINYL AMESBURY 1 —.050" 13 - BALANCERS-CONSTANTFORCERTS62 CALDWELL PVC FRAME HEAD&JAMB ,n H-6125 PVC FRAME SILL INTERLOCK 14 P-5392 SASH TILT LATCH" NYLON CALDWELL H-.6126 S-2Q01 TITI z o` - 16 P-5396 PIVOTBAR SS CALDWELL 5G16`—^' ryr1&" 1.3;'g" 3/4" ' ' V. Q 17 P-3515 #8x58-PHIL FLAT WHITE SMS STEEL FASTENAL e� ,�1 f �J / - YfY 18 P-4146#8 X3/4 PHIL FLATtek STEEL FASTENAL 15%6° .050" �� `-) 1l16" `— FIXED MEETING RAIL E w Ew m 19 P-3028 SETTING BLOCK RUBBER FRANK LOWE _i — � 074 1— - SCREWED TOGETHER WITFI. ..� — 20 S-2001 INTERLOCK RAIL. ALUM ASCEND i T E OU EAFRAM cl) 21 S-2006 REINF SASH SIDE.RAIL,HD ALUM ASCEND PVC GLAZING BEAD PVC SASH STOP PVC'SCREEN ADAPTOR, 1.a ' I{�..z a: 22 5-2007 REINF,BOTTOM RAIL ALUM" ASCEND ;, - S-6141 5-6138 S-6143 _ - f N�Luco 23 5-2008 REINF,.FMR - .._ ALUM ASCEND ". i-21/8"---a -- — .. i"-11,/16".'.. �( O ul i+=1 7116"-+-( f 24 S-2009 REINF,TOP RAIL ALUM ASCEND -- (k 1 26 P-37831MPACT LOCKS NYLON LAWRENCE 17/i6" 17/1fi---�. I 5 '18"-�— 6 17116" �fLu p V 27 P-3784 IMPACT KEEPERS NYLON LAWRENCE 26 P-5420 WEEP COVER NYLON M&M 1/16" •� _ 1116 � w W � 31 HOTMELT - SILICONE TRUSEAL _ ZIP 32 P-3305 WSTP..270 X 187 SOFTTOUCH FIN ULTRAFAB I 33 P-5425 WSTP,.200 Xs/8"X 5/8"DUSTPLUG ULTRAFAB, PVC SIDE RAIL - PVC SASH.BTM.RAIL PVC SASH FMR:: PVC:SASH TOP RAIL m la O z ' 34 P-5421 HOLE PLUG NYLON H-6132 H=6136 H-6137 H-6138 �4�1DRE�ittr�� 35. GLASS SEESHEET2 - - - ' ��� P� h'r���i 36 P-4638#8 X 2-1/2 PHI LTRUSS tek STEEL FASTENAL 9rt6" 13116° 9li6"� .1.Si6" ]3li6'1 ,�Gp�?��GE:htg�-G'Qgr���� —� 1N Sf16" 37 P-3218 SCREEN FRAME ALUM FLA SCREEN — L-3) 38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN - �1 2 — 4� v; No 58201 39 P-3228 SCREEN.SPLINE - DAPA )--iM6" 46 P-3029.SCREEN LIFTS .. - SUMMIT' - R !16 1/16" •1} ST T OF : 1 " REINF,.BTMRAIL REINF.FMR REINF.TOP PAIL'. , O A 13y 41 P-3033 SCREEN.SPRINGS FLA SCREEN S-200.7 _ S-2008 - - S-2009 " �� Al�ORtyR - 42 : BALANCERS-CON STANTFORCERT880 - "- 43 H-6157 HD FIXED MEETRINGRAIL PVC VISION - ' 37116" F.-:1,1/76^_. I 4��ffON)l 44 H-6193 UNI-FRAME,880 BALANCERS PVC VISION 45 H-2115 REINF,HD FMR ALUM KEYMARK ❑ 46 5.6216 UNI-FRAMESI LL POCKET INSERT PVC VISION + 113+,6"' - 47 S-6217 UNI-FRAME SCREEN RETAINER PVC VISION - - - 46 �0 a3 A.TURNER,21.16' 21l8" - - ,110 tl/a^ 1/16^ } p 13/,s^ LUCASA.TURNER,P.E.• � 1. 3 9'16" •❑�0�- f t/16" 1�16" 1239 JA ARA2AVE. PVC SILL POCKET INSERT REINF.HD FMR NORTH PORT,-1 34288 o S-6216 PVC:HD FMR H-21IS PH:941-380-1574 H-6157 6005A-T5 SHEET DESCRIPTION:. BOM AND EXTRUSIONS PVC FRAME �— tn6 - - - H-6193. 9716" - � - - DRAWN BN DATE' EMK` 05/26/15.. PVC SCREEN..RETAINER REV.: S-6217. CWS-1068 B LINE ITEMS NOT USED: - NOTE:ALL EXTRUSIONS ARE.ALUM.6063-T6 UNLESS OTHERWISE NOTED, scntE:- SHEET 15,25,29-30 1:2 3`OF 5 ANCHOR�Sa MIDPOINT)._...._.. al_ __ WINDOW SYSTEMS - 1900 SW 44TH AVE. 6"MAX.(TYP. OCALA,FLORIDA 34474 6"MA 4"MAX.(TY.)- 8"MAX,O.C,(TYP.) WWW.CWS.00 X.{TYP.)-. e-SEE `4"tdAX.(TYP) I--5EENOTE.2' 6100 PVC SINGLEHUNG MAXO.Q IMPACT O — MAX,OC. (TYP;) r ... / �MTG RAIL - .' / - MTG RAIL 4"(TYP-) 4"THRU FRAME` I w w m U)X (TYP.).. INSTALLATION ZX • - ' - ANCHORS(TYP),, - INSTALLATION I-�' Z a - - ANCHORS mP j-_ _ I - - },� ¢ > LD uj o a O U IINCHOEI LAYOUT-'(FLANGE) - ANCHOR LAYOUIN I� �.w w (NO St1MiCHOFlS REQUIRED) ¢ ❑( f ytpplORE4ytrT _4��JVP V�GBNg `- NOTES:, - ., - , ., ,, � ," �'. STATE OF mkt:, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. i���t� {O A V CaN�.��` 2.SHIM AS REO AT EACH INSTALLATIONANCHOR 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 -� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. BE S.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIEDIN THESE DRAWINGS,SEE 7ABLE.1,SHEETS. r 1/11/2015 4:ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR'CO ATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUGAS A.TURNER;P.E, BE PROTECTED TO PREVENT REACTION. FL PE#58201. 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,'AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH.STRENGTHS-LESS"THAN.THE MINIMUM I, NORTH PORT,FL34288 SPECIFIED IN TABLE 1,SHEET5. PH.941-380-1574 S.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. SHEET DESCRIPTION: INSTALLATIONS INTO SOLID`CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 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,v FOR.WOOD AND METAL. aRa4vN av: DarE; EMK. 05126/15, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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 THESTRUCTURE: DwG a: WE—V. CWS 10E8 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: s E V SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) - 1 :25 4 OF 5 - MIN.EMBEDMENT I am TYPICAL HEAD ANCHORAGE _ SEE TABLEA { BY OTHERS - SEE TABLE 1' _W!f*IClOW 5Y5$F.N1S ffl MIN.EDGE DIST. 9/4"MAX.SHIM - MIN,EDGE DIST. SUBSTRATE' SEE TABLE i BYOTHFAS - 11900 SW 44TH AVE. SEE TABLE 1 - '[, - - SEETABLE.1 WWW. FLORIDA - 1;4"MAX.SHIM-- �- � .. �WVJW:CWS.CC SUBSTRATE BY OTHERS - -. .MIN.EDGE DIST. SEETABLE`1 SEE'TABLE"1. - . - -MIN.EMBEDMENT - .. - O.... 'PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR 6�QO PVC BYINSTALLER l� i SEE TABLE 1 SINGLE HUNG INSIDE AND OUT 0" MIN EMBEDMENT SEALANT BEHIND • �� `, ,. SEE TABLE IMPACT FLANGE BY INSTALLER L.1/4"MAX..SHIM. Q== 1 PERIMETER SEALANT LANT BYIN$TALL ER PERIMETER SEALANT INSIDEANDOUT BYINSTALLER- INSIDEAND II CV _o O OUT - INSTALLATION ANCHOR SEE TABLE I _.._.—� - FLALANTBENSTAHIND - _. ' FLANGE BY INSTALLER � -SEALANT BEHIND ( y INSTALLATION ANCHOR - - - . FIN BY INSTALLER f Z _ (g�� HORIZONTAL SECTION ° C", HORIZONTAL SECTION _{t Z w - SEE TABLE 1 °., E C—' _ _ _ €5 TXPICALJAMB:ANCHORAGE 5 ''TYPICAL FiNANCHdRAGE., LU ./—=-�--1=CONTINUOUS DBL 1/4"BEAD OF SEALANT. -' -" - - MEAD AND SILLSIMIEAR FOR FIN INSTALLATION-;.. i O . -. AROUND PERIMETER CW-ALL INDICATED - - - - ° — NOTE;.ADDTIONAL TWRU FRAME ANCHORS - a AS SHOWN IN.DET B/5 REQ'D AT MTG RAIL I w tc POINTS BETWEEN FRAME AND SUBSTRATE .( ) g.> I BY INSTALLER SEE SHEET 4 ANCHOR LAYOUT. w -- a.z ¢ _ .j-114"MAX,.SHIM Im{ SEALANT BEHIND- - - - CQ � FLANGE BY INSTALLER PERIMETER SEALANT.— BY INSTALLER, - No 56201 — INSIDE AND OUT SUBSTRATE BYOTHERS SEE TABLE - Al VERTICAL SECTION - - - �." ST'ATE'bF TYPICAL SILL ANCHORAGE - _ �O,ti•.,P NO.SILL.ANCHORS REQUIRED'-. - • . `.. - . .���`S TABLE I:,APPROVEDINSTALLATION FASTENERS. X FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN EDGE DIST. A FLANGE ' CONCRETE(2.0 KSI MIN:)'' 3116"LPN TAPCON 1" t-1/8" Q f LUC S A.TURNER,P.E. 01 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN:) 3/16"'tTW TAPCON "' t 2" PERIMETER SEALANT 1239 JABARAFL FIR 2AVE. FLANGE CONCRETE(2.85.KSI MIN.) 3116'"ELCO ULTRACON 1" 1. ' BY INSTALLER - NORTH PORT,FL 34288 .INSIDEANI.OUT 'PH.941-380-1574 FLANGE'- GROUT-FILLED CMU(ASTM C•90) 3/16'ELCO ULTRACON 1-3/4" 2-t/2 �\\ HORIZONTRLSECTION - 3/i6 ITW'TAPGON ,) BOX FRAME INSTALLATION f? ESCRIPTION. FLANGE 2X MIN:SOUTHERN PINE(G 0.56), i /8" 7J8 OR ELCO ULTRACON -' SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION FLANGE. 2X MIN,SOUTHERN PINE(G=0.55). #10 WOOD SCREW t-3/8" ' 719' 'INSTALLATION D I TALLATION ETAIL& 16 GAUGE•(0.060'p M€N STEEL STUD` . #10,16 HILTI KWIK-FLEX OR ITW FULL THREAD . FLANGE REMOVAL NOTE:PARTIALLY OR,FULLY'REMOVING THE FLANGE, DRAWN ev: . anrE: FLANGE (33 KSI YIELD MIN)` TEKSSELF-DRILLING SCREW' THRU'0.060" 7(f6 UP TO;AND INCLUDING A'BOX-FRAME APPLICATION IS ACCEPTABLE'PROVIDED. L 1i6"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING f FULL THREAD 5 FLANGE 7l16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED. , owc�EMK - :FIEV,S II /26/15" 1/8"STEEL(33 KSI MIN:) DRILLING SCREW THRU'0.125" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER: FIN 2XMIN.SOUTHERN PINE(G=0.55) 410 WOOD SCREW.' 1-t/2" ' iL2 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-i068 B SHOWN FOR FLANGE WINDOWS: HEET IscAt NOTE:UNIF-FRAME OPTIONS NOT SHOWN; s 1;2 5`OF 5