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HomeMy WebLinkAboutEngineering PICTURI=WINDOW ELEVATIONS (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT:. SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY.WITH THE FLORIDA BUILDING CODE,CURRENT EDITION, 491!4" 2.GLAZING OPTIONS:(SEE SHEET 5) " ' MAX.OVERALL FLANGE WIDTH 3.CONFIGURATION:FIXED LITE"O". 48" MAX UNIT WIDTH 4.DESIGN PRESSURES: 45113" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE-AND GLASS TABLES GLASS DLO ASTM E-1300. _ POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. I I e S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF 731!4^ 7 I THIS PRODUCT.SEE SHEETS 6-9 FOR INSTALLATION DETAIL.WIND LOAD DURATION MAX. F I I FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. OVERALFLANGEL 8 I C HEIGHT I I 7 6,PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. • I 7.ALL FRAMES FULLY WELDED. 731!4" MAX OVERALL FLANGE WIDTH S.REFERENCE TEST REPORTS:NCTL-210-3530.1,1A,2, 2A,NCTL-210-3572-1,1A,2, 2A MAX72- I I 69 US" 7E" 9.SERIES/.MODEL DESIGNATION PW-6300. GLASS MAX UNIT WIDTH UNITHEIGHT I I DLO 69 118^ 10,1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO I I GLASS ALO PROPERLYTRANSFER ALL LOADS TO STRUCTURE,BUCK AND FRAMING IS RESPONSIBILITY _ OF ARCHITECT OR ENGINEER OF RECORD. 771!4^ I I I MAX. OVERALL I I FLANGE. I I HEIGHT 0741 E D I I 7 e 0 , 76"UNIT DESIGN PRE S RE RATING HEIGHT ±55 I I . 731!8^GLASS I I OLD I I . I I DESIGN PRESSURE RATING ±67.5 BI UPDATED.PER 2010 FBC 1121612011 LUCAS A.TURNER,FL P.E.68201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 ,p w rr 1 rttt 41 iIS TABLE OF CONTENTS 4gjUP•�1GNSE•';pfi�� '/WINDOWS&DOORS -.4j No 58201 .,11 1900 SW 44TH AVE. GENERAL NOTES&ELEVATIONS..........1 * OCALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES...........2-3 Lucas A.Turner,P.E. 2011.12-1411:08.05:00 ^-�S '.p a nrlr_• SHAPES....................................................4 Z� `'9: STATE; OF Q/` GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT GLAZING.........................................:.........6 ..-&jC SEHILG: ;HANI• 3Y: »crE: SECTION VIEWS......................................6 PROPRIETARYANDCOWIDENTWL 12/14/11 ~��I.;0'. <OR1pA• + 8300 DE "wG.Ho.o 5/05/2007 • EXTRUSIONS&B.O.M.............................7 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM QSS.*•••„'.•• �y��p roor_L: scA F•PVC FIXED LITE NTS CW8-159 INSTALLATION DETAILS......................8-9 WRITTCN.PERMIS$IONOF USTO.MWW OWSYSTEMS.OINC ISP OHBITEEDHOUTTHE lltt f�IYJJ{i�*�1� ?E'J. UILH: B [MEET: 10F9 I � � 6"MAX (TYP) 4"MAX MAX.O.C. CTYP) 4" 6"MAX SEE NOTE 2 4"MAXM O.C. (TY P) A RYP) SEE NOTE 8 I I �p� i 8"MAX.O.C. (TYP) ' I I • I I I I I -INSTALLATION ANCHOR(TYP) INSTALLATION I ANCHOR(FYP) BI B I I C A C ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) THRU FRAME(MASONRY OR WOOD OPENING) THRU NAILING FIN(WOOD OPENING) 0-55 DP *1.55 DP NOTES: 1.INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP.SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD.BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO BE IX'. USE SHIMS WHERE SPACE GREATER THAN 1110"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.31W, .31W,DIA.ELCO ULTRACON MASONRY CHORS.MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 11/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112"SHALL BE 5.910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN,EMBEDMENT.OF 1 318"INTO 2 BY WOOD BUCK OR FRAMING.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN EITHER DIRECTION. 0.118 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 11/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRECTION. T.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. PER 2010 FBC 1218!2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B UPDATED 8.INSTALLATION ANCHORS SHALL BE 1N ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.562ol A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 �►���i» NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. yytyORE;bV 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED.ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: titi`�P.•v�c EryS •.QL, Id7NDO0ILS A WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) r r fi BXONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. Z No 58201 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TOASTM C-90,GRADE N.TYPE 1(OR GREATER). * ;OCALA,FLORIDA 34474 rrrLr:: 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT �^ STATE OF J Ww ye 5!0512007 VERSION OF THE REFERENCE DOCUMENTS: Tr�INFoawnoNcorrrAlr=oirr�Tw ORAWNOISTHESOLEPROPERN/O�CU9TOM rro�s tDRto ���, ,tl 1,8300 1CILE ADE WG.NG: FMA/W MA1250(BOXWINDOWS),nFA/AAMAAIMMA W(D ANGE 00(EXTEROR)DOORS). VlgNDOWRITTENSYSTEMS.INC.ANYON OF EPRODUCOWSINPARTORS.RCSAWHO EWT OUTTHE '��if�s10NA1 0 '. PVC FIXED LITE �V. -TT t• NTS SHEET: CWS-759 B 2OF9 S • 4"MAX [—T8"MAX O.C. 6"MAX.- 7 518"MAX.O.C. (TYP) (TYP) (TYP,) SEE NOTE 2 SEE NOTE 6 ———————————————— I 6 MAX-J I I RyP"X I I I ' 75/8" X. MA .O.C. I i [TyPM)Axo.c. I I (TYP.) I I I I I I I I I I I I - I I I I INSTALLATION' I I I ANCHOR(TYP) I I I I . INSTALLATION I I ANCHOR(TYP) I I I I I I I I I I I I ANCHOR LAYOUT-f FLANGE) ANCHOR LAYOUT-(FIN) TI{RU FiJ�ME(YriSCNRY OR WOOD OPEWNGI THRU NAILING FIN(WOOD OPE,UNO) 4/.67.60P - 41-07,5 DP B1 UPDATED PER 2010 FBC 12/0/2011 LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 7!07!2008 tatv4DREW�" Gp•�p��G£NS •.'Q�i� ...:157ND011'SR000RS v i No 5E201 1900 SW 44TH AVE. •yfr '*y OCALA,FLORIDA 34474 'k Sq,w FD'L ' �Z "3y STATE QP ANCHOR SCHEDULE-LARGE MISSILE IMPACT PROPRIEYARYANDCONFIDENTWL 12/14/11 000 '•C , �,:,]1 . ��" 8300 p 5/05/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM- t'FS•.t O.Rti ❑•.•'�t�� dOL'Eu `iCALic: NK3JJOd ' WRITTEN ERMISSI,IN.ANY OF TOM WINDOW SIN PART.,R ASS WHOLE PROHIBITED.WITHOUT THE f�111`jSj�dlVA±t: 4t`� PVC FIXED LITE :Ev. 'rr�R: 9 SHEET: CWS-159 30FO I FULL ELLIPSE.("OVAL'S FULL CIRCLE TOMBSTONE 1/2 CIRCLE .0 TRAPEZOID OCTAGON 1LCI4 RCLE 131 UPDATED PER 2010 FBC 1276/2011 LUCAS A.TURNER.FL P.E.58201 Al. UPDATED PER NEW FBC REQUIREMENTS 1710712008 ANGLE NOTES: ITL- � REw 4�,p5`�`'G E N S TG•p'`4. I'} 1.SEE SHEET 2 FOR DETAILED•ANCHOR INSTALLATION REQUIREMENTS v No 59207 '�P 1800 SW 44TH AVE: 2.OVERALL SIZE MUST NOT EXCEED THE NIAX WIDTH AND HEIGHT OF d* y k OCALA,FLORIDA 34474 RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. ITLE: ARCH.FLG&FIN SHAPES-LARGE MISSLE IMPACT p� .�ti, B'TA7E, OF tv4 3.ANCHOR SPACING FORARCHITECTUAL FLANGE WINDOWS '.O c •�~ ¢i "8300 " " 5/05/2007 MUST FOLLOW NOTE 1,SHEET2 PROPRIETARYAND'ODWIDFNTWL 12/14/11 rTION CONTAINED IN THIS DRAINING IS THE SOLE PROPERTY OF CUSTOMrc�i'., p R y Op:'♦�y' DOE.r DE �v�.Na: WWINDOW INDOW PERMISSION ANY REPRODUCTION ECUSTOM WINDOWIN PART OR ASA SPRHOEWIT WITHOUT THE tf��s��p�������+'`��� PVC FIXED LITE .v�yil:n:NB iHEL•T: -40F9 159 � u GLASS MAX SIZE TYPE W.X H DP+/-55 A, B 48 X 72 DP+/-67.5 C, D 72.X 76 1"OVERALL 1"OVERALL 1"OVERALL 1"OVERALL 3116'ANNEALED 3/16"TEMPERED 3116"HEAT STRENGTH 3/16°TEMPERED 112"AIRSPACE —1/2"AIRSPACE 316"AIRSPACE 318"AIR SPACE 6116"LAMI GLASS 5116"LAMI GLASS 7116"LAMI GLASS 7116"LAMI GLASS 115"ANNEALED 118"ANNEALED 3116"HEAT STRENGTH 3118"HEAT STRENGTH .090 DUPONT PVB INTERLAYER 1/16"DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYE .090 SENTRY GLASS TONOPLAST INTERLAYER 118"ANNEALED 1/8"ANNEALED 3M0"HEATSTRENGTH 3116"HEATSTRENGTH 6 PURFECT GLAZE"H" 6 PURFECT GLAZE•"H" 8 PURFECT GLAZE"H" 6 PURFECT GLAZE"H" SIKAPLEX552 a SIKAFLEX552 SIKAFLEX552 SIKAFLEX552 Q1!2"GLASS BITE 13 1!2"PLASS BITE 112"GLASS BITE O U2'GLASS BITE GLASS TYPE C GLASS TYPE D GLASS TYPE A GLASS TYPE B FULL SIZE FULL, FULL SIZE FULL SIZE 81 UPDATED PER 2010 FBC 12/6/2011 LUCAS A.TURNER,FL P.E.58201 AlOPQATED PER NEW FBC REQUIREMENTS 7!0712008 DREW kAG'E fv s•TGR�+.,• �,y , ♦CJ. \„ fi .Q. 147ND0{55 R D001LS v:r No 58201 ';�'A';' 1900 SW 44TH AVE. OCALA,FLORIDA 34474 y� ,'• 4S q rIT!"F GLAZING DETAIL-LARGE MISSILE IMPACT STATS OF' :Aur' s "HAWN PROPMETARYAND COPFIDENTtlLL 12/14/11 r,,�0,�.""fid qp.,,;,�y 8300 DE 5/0512007 (C D R1,,• `� dvDEL: SCALE' hVG.NO.: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE-PROPERTY OF CUSTOM, ,�j`Syn'•,• ', \\ PVC FIXED LITE 1.1 CWS-159 WRITTEN PERMISSION OWNDOW SYSTEMS,INC.F CUSTOM WINDOW SYSTEMS.REPRODUCTION IN PART INC f5 PROHIBITED.WHOLE HOUT THE �iy�QNp„{,\\\\ '+EV.L!:i)'ER: B 3MEET: 50F9 s g 8 0 �p ,o o �o 9 10 ,1 s 7 7 3SECTION B-B 4 EXTERIOR EXTERIOR 8 • 5 o 2 oL1� SECTION VIEW C-C ALT FIN FRAME 131 UPDATED PER 2010 FCC 12/6/2011 s LUCAS A.TURNER,FL P.E.58201 AlUPDATED PER NEW FCC REQUIREMENTS 7187/2008 W��l,yD RE Cy ry��ir SECTION VIEW A-A yr?.•'4oaN g"••G•Q�i, 1" Z CJ 4 4c 'Y 1 x1No DOHS +v.Ji No 58201 :�}:' 1900 SW 44TH AVE. OCALA.FLORIDA 34474 SRIL 1TLE:SECT.VIEWS&ALT.FIN FRAME-LARGE MISSILE IMPACT �- BtAT 0E'OP :mow snits: nvi vN ur: PROPRIETARYAND CONPMENTAL 12/14/11 i���YryQdNRA I; r �yipFl8300 ;craL� ADE AvrcE: No;5/05/2007 THE IN9ORMATiCN CONTAINED IN THIS DRAWINO 19 THE SOLE PROPERTY OF CUSTOM , PVC FIXED LITE 1:2 CWS-159V'ANDOWSY .ANY SYSTEMS,INPARTOCIBHOLWO T HE WRITTEN RMISSON REPRODUCTION NDOW INEO. LE11 Et- g ;{`E`. SOF9 Item# :Part# Des.cription Vendor Material FRAME CORNER CONSTRUCTION 1 H-6006B Fr.,PW,.Main,Head Mjkron PVC , 2 H-6006B Fr.,PW,Main,Sill Mikron PVC 1 3 H-6006B Fr.,PW,Main,.L.Jb. Mikron PVC s l 4 H-6006B Fr.,PW,Main,R 21116"Jb. Mikron PVC o 5 H-6006A Fr.Maui PVC,Fin Mikrori. PVC 4 CORNER WELD(ALL SIDES) 6 P-3113 Screw Support for PVC Team Plastic Rubber PVC FRAME FLANGE-H 6008 B 7. P-3352 Set.Blk.,85 Dur.,1/8"x5/8"x2"Lg. Frank Lowe Rubber 8 Purfect Glaze"HI',SikaFlex552 Henkel/Sika Silicone 3 va 9 1 P-3752 Cap.Plug,1/2"Hole M&M N Ion 10 S-6064 a7-Bd.,Fxd.(1"O.A.I.G) Mikron PVC 0 11 GLASS See.Sheet 4 5 E 2 718" . --1 1.001) 1;!2" PVC FRAME-FIN-H 8006A8006A 10 1/4" 6 3116" 718"1118" 7!8" U T PVC GLAZEBEAD-6064 SCREW SUPPORT-P-3113} B UPDATED PER 2010 FBC 12!0;2011 LUCAS A.TURNER,FL P.E:58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/0712008 ' ���pti>tpryrr OR'i �?�iLsGw {yti.�:?.�`O��M,Q,F•�Q'���-y }.'''+`.s'I OHS N. No 58201 ,fi?�: 1900 SW 44TH AVE. OCALA,FLORIDA 34474 EXTRUSIONS&B.O.M.-LARGE MISSILE IMPACT 1 $ �°�•!+�✓,�V+ qI,F`':STALEF AHUqt ' M NY.: PROPRIETARYAW COWIDENTAL 12/14/11 8300DE I. 5/05/2007 IN ^C E: NO,:THE INFORMATION CCNTANED IN THIS ORAWINO IS THE SOLEPROPERT/OF CUSTOM s..... p •, f; ;Iui'A.PVC FIXED LITE 1. CWS-159c .ANY R IGRASO B OUT THE �'E;, 1crqWRIT N PERMISSION OM WINDOW SY3TEM S PROB TOF9:rryLETTER: C. ill ' 1 • CONCRETEIMASONRY BY OTHERS 1 B WOOD BUCK 13/8"MIN EMBEDMENT BY OTHERS [D] SEALANT BETWEEN BUCK [A] AND OPENING BY OTHERS 4 -«[ 114'MIAXSHIM 114"MAX SHIM-112 9Y WOOD BUCK .•a A I (g] [BI ^I BY OTHERS[A] SEALANT BETWEEN BUCK INSTALLATION ANCHOR, 16"DIA a f ]► '. AND OPENING BY OTHERS MASONRY ANCHOR Wl WASHER a C - '• 71$.MIN.EDGE DIST, THRU SCREW SUPPORT 4 a 0 D p [D] [C) 21/2"MIN.EDGE DIST. 4 4 e. p INSTALLATION ANCHOR, [C] • a• �� 0 0.10 WOOD SCREW WIWASHER 4 4 •e•. •THRU SCREW SUPPORT CONCRETE/ ' 2V2:MIN.EDGE DIS ♦4 a A [DI MASONRY Iq BY OTHERS . P, •P 'D•D.D 1 114"MIN.EMBEDMENT 4 4 a A 2 BY WOOD BUCK •.D. P. ICl a'a• - ••'' BY OTHERS SEALANT BEHINDSEALANT BETWEEN BUCK 'r• EXTERIOR FINISH y •Kr: � 1 BY WOOD BUCK 1 1Id°MIN EMBEDMENT FLANGE BY INSTALLER BY OTHERS �,.� .. AND OPENING BY OTHERS 8Y OTHERS[Aj (G] , _ PERIMETER SEALANT PERIMETER SEALANT PERIMETER SEALANTC� EXTERIOR FINISH BY INSTALLER BY INSTALLER BY OTHERS EXTERIOR FINISH BYINSTALLER LJLr BYOTHERS' SEALANT BEHIND n HORIZONTAL SECTION HORIZONTAL SECTION FLANGE BY ❑ 1/4 MAX SHIM B FRAME(MASONRY) 8 FRAME(WOOD) INSTALLER OTE:HEAD AND JAMB INSTALLATION ANCHOR, IMILAR FOR 2BY INSTALLATION.3116"DIA.MASONRY ANCHOR ILL INSTALLATION SAME AS W1 WASHER THRU SCREW SUPPORT lHOWN BELOW [CI INSTALLATION ANCHOR, SEALANT BEHIND 3fl6'DIA MASONRY ANCHOR ' FLANGE BY w/WASHER THRU SCREW SUPPORT INSTALLER - LC] 114'MAX.SHIM(TYP) • PERIMETER SEALANT BYINSTALLER ,. HIGH STRENGTH STRUCTURAL �•" - GROUT BY OTHERS D , p` ►. ° p. p D° ' EXTERIOR FINISH ° D D DD BY OTHERS D D' ° ° D• D. 6 SEALANT BEHIND INSTALLATION ANCHOR, • ► D • p• : * °A, °• • ►• Ob • v+ 1 1/4•MIN.EMBEDMENT FLANGE BY 31161 DIA.MASONINSTALLER vd WASHER THRU ANCHOR D°p° .`Dp p°D. p D°D° D°C D D Dp D D (TYP) SUPPbRT [C] D ° D• °•D°D °•D• Q D• ° ° °• ° REFERENCENOTES: PERIMETER SEALANT ,_.,_ •v• p D ° D D °D • °D D [Al SEE NOTE 10,SHT 1 BY INSTALLER 1/4"MAX SHIM . [BI SEE NOTE [B) ZJL."..MIN,EDGE DIST. [C]BEE NO E 2d4,SHT 2 C� CONCRETEfMASONRY (TYA) [D)SEE NOTE 5,SHT 2 EXTERIOR FINISH "—' —" .- [1 BY OTHERS BY OTHERS E SEE NOTE 8,SHT 2 's r� ALTERNATE PRECAST SILL DETAIL .�•,.�!• ;gip �i.T' i t SILL STOOLBY OTHERS 8 FRAME(MASONRY) t}• •''• •D. •-�-i--•• BY OTHERS ' D •D, .•P,•s.1>�ie USE SOLID WOOD 13UPDATED PER 2010 FBC • 12/6!2011 •q'p.D. •P• P. O D D. O P, • • D D. • ••n • • SUPPORT TO MAKE LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 710712008 y, D:.� P.n:,D,�D,O P P•P D D D,o •P SILL LEVEL BY OTHERS t;i>t�lr ♦ P..••D� ♦.p • ♦ • •• • ti;51 F D. P. �.. v, ••. ♦�� . 'D. D. .D ;q�� NDRE6y rrry •°'• � �D D• . P. D. . • ,�JUpr?.��GEAi$�V�'Y r,,� �k 117ND01V5 DO 1. OILS 1 44'MIN,EMBEDMENT „�,a L6 CONCRETEIMASONRY I 101 :v; No 58201 ''p'A-.' 1900 SW 44TH AVE, BY OTHERS --2 iZ MIN.EDGE DIST. ?*; k OCALA,FLORIDA 34474 7 TLE: A VERTICAL SECTION S 27>'� 9TA oP j ecr.?• ... INSTALLATION THRU FRAME-LARGE MISSILE.IMPACT ::rKIG:i: .)Itf+tNFi 191; B FRAME(MASONRY) PgOPWETARYNIDCOPFIDENTUL 12/14/11 +" 5`%e410RtCy9'} � 4�LL8300 JF ADE wo.H0,;5/05/2007 'MND EN PERMISSION,IOF CUT PR WINDOW SYSTEMS,ORA$S PROHIBITED.ED.HOUT THE ` �, PVC FIXED LITE _V.I.Lr I_.1;.NQS sl,l�:f;r; 8 OF 0159 -i=MIN.EMBEDMENT [E INSTALLATION ANCHOR, SHEATHING 98 WOOD SCREW ANCHOR BY OTHERS W/WASHER [EI SEALANT BEHIND FIN BYINSTALLER o, •°'•:' 2 BY BUCK •V.� BY OTHERS ` EXTERIOR FINISH :° [A] BY OTHERS o°,°d•• 2C MIN EMBEDMENT PERIMETER SEALANT •°`h' 2 BY WOOD BUCK LE] BYINSTALLER d.•• BY OTHERS(A] 1/4"MAX SHIM °A ti m -- [B] °• .. �� C MIN EMBEDMENT WINDOW WRAP [E] BYINSTALLER INSTALLATION ANCHOR, 1/4"MAX SHIM k8 WOOD SCREW ANCHOR a [B] W/WASHER [El 1=MIN.EMBEDMENT ' lE] SHEATHING EJ BY OTHERS csx:sa�h d•9,0 tie°, e ' D ° ' . ' EXTERIOR FINISH� d•��OO'' d•' BYOTHERS ' SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER • � PERIMETER SEALANT 1/4"MAX SHIM BYINSTALLER [B] PERIMETER SEALANT .o•° 7L`L"MIN EMBEDMENT F HORIZONTAL SECTION BYINSTALLER m [ 9 FIN(WOOD) e4°•d REFERENCE NOTES: WINDOWWRAP • [A]SEE NOTE 18,SHT1 [e]SEE NOTE 2&3,SHT 2 BY INSTALLER o;4° [C]SEE NOTE 4,BHT 2 2 BY WOOD BUCK [D]SEE NOTE 5,SHT 2 • °• BY OTHERS [E]SEE NOTE 8,BHT 2 EXTERIOR FINISH gybi, [AI BY OTHERS •• INSTALLATION ANCHOR, 0.0•°• 98 WOOD SCREW ANCHOR B SEALANT BEHIND FIN--/ W!WASHER UPDATED PER 2010 FBG i2IG/7.011 , BYINSTALLER [E] LUCAS A.TURNER,FL P.E.58201 AlUPDAT�JED PER NEW FBC REQUIREMENTS 7/07/2008 SHEATHING •1-712=MIN.EMBEDMENT ,,��q���DREVy�T � I; "•,.���'�G `4d1Z BY OTHERS `w•.�LEI q,'•v�GtiN'si�'•'•�'L o�•+f )f `K7ND011SA DOORS 4 �• No.58201 ;-P� 1900 SW 44TH AVE, Z OCALA,FLORIDA 34474 nTLE: INSTALLATION FIN--LARGE MISSILE IMPACT E VERTICAL SECTION - 13; 9TOR: OF �'p ;E Its: xc d n-�: .Aie: 9 FIN[W OD) %}0'• ;4, 8300 AIDE 5/05/2007 PROPRIETARYAND THE INFORMATION CONfAINED7N THIS DRAWING 015 THE OLPROPERTYNFIDENTIAL /O�CUSTOM +F'�SQ 0.1g�A_`Q�+*`' .1u?EL• S IH,t .WSJ.NO: ' WINDOWSRITTEN STEMS,IN.ANY TOM DUCTIOINDOW INPARS RAS AWFIO EWITPIO�TME +�''••I/f1� p,``#f4���` PVC FIXED LITE •,V h�{T�• NBS S EE'f: 9O 9169 1 ,• Am•1 311 MULL BAR ELEVATIONS IMPACT hnuLz'�'ARINs L 0 QUIREMENTS; ' SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DEC;ZONED AND MANUFAOTUMEO TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 2.CONFIGURATIONS SHOWN:(SEE SHTS 2.3) —— 1.VERTICAL 2,HORIZONTAL R j 3.ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. O4.SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES,LENGTH AND ANCHOR SCHEDULE. ` (SHEETS 2.3) CLIP OR 5.CONTRACTOR IS.RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW —_— ——_—— OPENING AND ALL WOOD FRAMING AROUND WINDOW. ANCHOR ' // j 6.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL CLIP LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR CONTRACTOR. 7.PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT i REQUIRED. O O 8.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECTOR ENGINEER OF RECORD, 11.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING, EXAMPLE HORIZONTAL MULLION SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW FOR SECTION VIEWS ONLY SYSTEMS,INC. ANCHOR 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT CUP WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 8 B 13.THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. � I � I ! I I I I I I I I LUCAS A.TURNER,FL P.5.58201 7Tw 4------- — `". P110 W TZ;i+} A G r f CLIPHOR .`Op .y�G EfYSE.• yi M1. ` lNTNODN'S&DOORS No 58201 11; 1900 SW 44TH AVE, SABLE OF CONTENTSOCALA,FLORIDA 34474 EXAMPLE VERTICAL MULLION .dk: ;it FOR SECTION VIEWS ONLY Lucas Tumer * _.11 c: TION– "MM—"" GENERAL NOTES&ELEVATIONS.....•.....1 'n '¢: GENE3 RAL NOTES&ELEVATION-3" ULLBAR Z T STAT ; ANCHOR SCHEDULE.................................2,3 2012-10-26 11:23-04:00 �.• E OF &JSCHiF:''IMPACT MULL BAR .I"vl '° ADE n t:: 09!27!?012 2012 MULLBAIRSECTION VIEWS--................6,7 THE INFORMATION CONTANEDINTHI DRAWIINGISPROPRIETARY FTHE OLE PROPERTYOF/USTON r���F�''t��I4P+C�\�� J'i:L:3"ALUM.MULL crts TS °"CWS-835 INSTALLATION DETAILS...........................8,9 WIr RITTEN SYSTEMS, STE S,IN.ANYRREPRODUOOONINPARS,OINCIAWHOLEWITHOUTTHE �l1�S�CINA15? [t (L(i '.T,;4L1: �� nrrmr�� 1 OF 9 De_91gn Pressure Chad,PSF,for Non-Intersected Impact PVC 3'Mullion H-1758, vIih 1522 clips using four(4)410 Screws or 3116"INV Tapcons per each end of mulllon �. ........ 0PM1wGSIZFgrr I 39 1 45 51 57 63 69 Of 87 93 99 1073/8 114 120 126 .132 138 145318 80.0 Sob 80.0 80.0 80A80A 80.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 TWINrTRIPLE c� •123/4 80.0 80.0 89.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 HORIZONTAL MULLION S 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 '80.0 •80.0 90,0 80.0 80.0 65.0 531/8 80,0 80.0 80.0 80.9 80.0 80,0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 a 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 OPENING C3 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 789 7.6.6 749 72.5 65.0 6S.0 SIZE 5 65 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 65,0 65.0 65,0 65.0 6S.D f' ,8 61.1 65.0 65.0 65.0 65A 65.0 G5.0 65.0 65.0 65,0 650 5. 63,5 72 65.0 65 .0 65.D 65.0 5. 'r>?7.>:t<::'. 6 0 fi5.0 65.0 649 61.7 59 .1 5G9 SJ.7 fI L DElslgn Pressure Chari,PSF,for Non-Intersected Impact PVC 3"Mulllon H-1758,wllh 1776 cllps vAth slx(6)7110 Sorews or 3116"INV Topton per each and of mulllon -� -�_-----�----- OPENING SIZE(I O 39 45 51 57 r1i 69 75,118 81 87 1 :J3 99 107318 114 1.20 126 132 1.38 1493/8 1 MULL LENGTH -� 37 '80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80A 80,0 80.0 80.0 8010 80.0 80.0 80.0 80.0 Q 42314 '80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 solo 80,0 80.0 80.0 80.0 8D.0 80.0 80.0 L� F 48.314 '80.0 80.0 - 80.0 80.0 80.0 80.0 811.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 TRIPLE V 53 118 '80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 HORIZONTAL MULLION aS7 80.0 80.0 B0,0 80,0 80.0 8D.0 80.0 80.0 80,D 80,0 80.0 80,0 80.0 65,0 65A G5.0 ,.1 03 80.0 80.0 B0.0 80.0 60.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 65.0 65.0 S ,.�rv,^vz�mrru. 6_ 6a.0 65.0 65.0 65.0 65.0 65.0 65 v .0 65.0 65.0 65.0 65.0 .0 65.0 65 G x 65.0 65.0 65.D 5 65.9 65.0 65.0 5 6.0 6.0 65.0 5. 6 D 65.0 65.0 72 65.0 65.0 G5.0 G5.0 65.D 65,0 G5.0 649 61.7 59.1 56.9 53.7 {;"s rn CD NOTES: Z TRIPLE VERTICAL MULLION e• 1.FOR CLIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 3/16"DIA ITW TAPCON. r O MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1,14'MINIMUM EMBEDMENT INTO SUBSTRATE 11••-MULL LENGTH ----I THRU CUP OR THRU IX BUCK.A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL 8E MAINTAINED.A MINIMUM CONCRETE EDGE DISTANCE OF 1 118'SHALL BE ACHIEVED IN ANY DIRECTION. � C' 2,FOR CLIPS INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH TWIN INTEGRATED WASHER.WOOD gNOHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13/8'MINIMUM EMBEDMENT TRANSOM OVER TWIN TRANSOM OVER TRIPLE HORIZONTAL MULLION INTO 2X WOOD BUCK THRU CLIP A MINIMUM WOOD EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION.A VERTICAL MULLION VERTICAL.N41JLL[ON MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314"SHALL BE MAINTAINED, I 3,AT MULLION LOCATION,ATTACH WINDOW UNITS) .L TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IFALUMINUM ATTACHMEINJT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL -{-. -r N DOCUMENTS•FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENTTO WOOD OPENINGSIZE�-- z' SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(010OR 912)AS THE WOOD SCREW i INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF B PENETRATION BEYOND THE INSIDE WALL OF MULLBAR, o ' 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. TWIN DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO VERTICAL MULLION H ---� PREVENT REACTIONS. I---MUL LI-- OPENING SIZE--I ---i OPENINGS¢EF-- INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATESRATES WITH STRENGTHS LESS THAN THE MINIMUM � C STRENGTH SPECIFIED BELOW. 6.INSTALLATION ANCHOROAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE ro J LUCAS A.TURNER,FL P.E.58201 FOLLOWING PROPERTIES; A.WOOD-MINIMUM SPECIFIC GRAVITY OF G-0,55(SOUTHERN PINE ORGREATER) B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3102 PSI. ` 5 .......... C�,�;�fGWvfZ S C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90. I �����jp•,�,,{0 S N S 'pti�+,r Q(,`{Y D.ALUMINUM-110"THICK MIN.,6063 T5 MIN. (� ic', INDOSVS&DOOR E.STEEL•.060"THICK MIN.,33 KSI MIN. OPENING SIZE---4 ` 'No 582D1 • -A 1 1800 SW 44TH AVE. * i k� OCALA,FLORIDA 34474 7.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY A 11 LE; ----"� ""--'--"- ---OTHERS IN ACCORDANCE WITH,THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: �'0; ;4M ANCHOR SCHEDULE,3"MULL BAR,NON-INTERSECTED FMAIAAMA 100(FIN WINDOWS), Z� %9; STA'TE OF SERIl_;4" ")R a?'ifst': „}T:. :� FMA/AAMA 200(FLANGE WINDOWS), PROROE7ARYANDCONFIDFNIIAL 10!28/2072 iQ�••eA {*,� M� IMPACT MULL BAR ADE 0):•.rr'GO(2 FMAIWDMA 250(BOX WINDOWS)', c /*CC '•G O 1Q �'.� MO IGI=: - FMAIAAMAANDMA30O EXTERIOR DOORS. THE �,�d`S••.. ..• ����+ 3"ALUM.MULL NTS CWS-836 WINDOW SYSTEMS.INC.,...�,.. ( ) WRRTE.N PERMSSION OF CUSTO.RI WIINDOIW SIYSTgMs,OINO.19 PROHIBITED. THE l4E,;ON IA,%16% �a-{>-'Lt'"iiT:re- 'al ll'a={:Z OF 9 Design Pressure Chart,PSF,for Intersected Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)N10 Screws or WIG"ITW Tapcons, , or 1776 clips with six(6)010 Screws or 3/18"IIW Tapcons per each and of muillon OPJINCSIZLr n. I 39 45 51 S7 63 69 753/8 81 87 1 93 1 99 110.4/8 1 114 121) 116 132 138 -145318 2 37 50.0 50.0 50.0 50.0 S0.0 50.0 50.0 50.0 50.0 Sob 50.0 50.0 50.0m SO.0 50.0 50.0 50.0 50.0 427/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 50.0 50.0 $0.0 F 433/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 $0.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 z 57 1/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 50.0 50.0 50.0 50.0 .57 50.0 50.0 5D.0 5" 50.0 50.0 50.0 50.0 $0.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 $0.0 50.0 50.0 $0.0 49.4 47.3 a 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 72 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 45.4 44.0 75.375 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 50.0 1 50.0 46.8 44.0 40.0 TWIN/TRIPLE r VERTICAL MULLION HORIZONTAL MULLION I z ]SINGLE( TWIN a OR ------ O �UNIS� Ll II I LII ]BELOW! I I ---OPENINGSIZE MULLLENGTH-H J K NOTES: 1,FOR CLIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 3116"DIA ITW TAPOON.MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4'MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK,A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED.A MINIMUM CONCRETE EDGE DISTANCE OF 1 f/8"SHALL BE ACHIEVED IN ANY DIRECTION, 2.FOR CLIPS INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH P10 WOOD SCREW WITH INTEGRATED WASHER.WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13,10-MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP.A MINIMUM WOOD EDGE DISTANCE OF 7/8'SHALL BE ACHIEVED IN ANY DIRECTION.A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314"SHALL BE MAINTAINED. 3.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT,IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(910 OR#12)AS THE WOOD SCREW INDICATED IN THE W INPOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S.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 STRENGTH SPECIFIED BELOW. 6.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: LUCAS A,TURNER FL P.E.58201 A.WOOD-MINIMUM SPECIFI�GRAVITY OF G=0.66(SOUTHERN PINE OR GREATER) mom.".-• ."- •, .•.............".,",.,..,,m......".,. ..,..,,,�,,.,,., . ._. B.CONCRETE MINIMUM COMPRESSIVE STRENGTH OF C.MASONRY STRENGTH CONFORMANCE TO ASTM C-90.46 PSI. REK1 i44, t D.ALUMINUM-1/e"THICK MIN.,6063 T5 MIN. N E.STEEL-.060°THICK MIN.,63 KSI MIN. •`UP'4ti sF',per ' w• ti ✓r„ 3 u7nnows&nOOns 7.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 562tl1 ;�'7a'. 1900 SW 44TH AVE, OTHERS IN ACCORDANCE WITHTHE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: o;*; * *e OCALA,FLORIDA 34474 FMA/AAPAA 100(FIN WINDOWS), t EC j 1'I' ' AN SCHEDULE,3"MULL BAR,INTERSECTED FMA:'AAMA200(FLANGE WINDOWS), �'�; STATE OF ;k'. FMA.VOMA 250(BOX WINDOWS), :Q'. 41Z%,-'tb IMPACT MULL RAR `'ala '' ADE FfAA,'AAP.IANJDMA 300(EXTERIOR DOORS). PROPRIETARY AND CONFIDENTIAL 10/26/2012 ;ED IN THIS DRAWING IS THE �SOLE PROPERTY OF CUSTOU �:'.�:,4 O 1�?✓"��`, L}'�3"b?T"'"""""'-""'"""" ;r, I,: WINDO NPERMISS,[NO.AE fNFCFMATION NY EPR DUCTIOINDOW ]NPA PART WOLE WITHOUT THE f``iss10NA�ts�0011 31'ALUM.MULL 1=1 7 tNTS sl lL_ CWS-636 30F9 ITEM NO. PART NO. DESCRIPTION -r MULLRAR CUP 'V MULOSAR CLIP 1 I'D' H-1758 131,8'x MULLION TUBE FRAME TYPE OPENING (Flspj�-Xxx) (fvrdr-XXK) #1Q OR th 2 HEX WASHER HEAD TEK SCREW*(See Rate below), 1,7116" NEW F-1522-013 F-1767-001 F 3 #10,x 1 1/2,PANHEAU PHILIPS ZINC L+ 4 ITEM glq�FLATWASHER �T _T ED RETRO F-152M6 F-1767-00.1 7 Tl_897 MULLION CLIP F-1767-004AR) 1 13118" NEW F-1622-013 SEALANT 113116" 8 FIN 9 -8-I695 DR ADAPTER RETRO F-1522-013 F-1767-OD4(L&R) 10 §_l896 FLANGE ADAPTER NEW NOT RECOMMENDED F-1767-001 13 P-3486 MUL BAR CAP 11 S-6018 MULL COVER 41/8" 17 RETRO .1622-000 0-I&(TYP)--/ F-1767-001 �F 3'FIN MULl 14 -1522-013 1 CLIP is F-1522.006 3°OLANGE MULL CLIP 16 F-1767.001 L-ANGLE 31 MULL CLIP,STANDARD(SEE SHEET'45) 27116° 17 F-1767.004L _L­AAGLE W MULL CLIP,FIN,LEFT(SEE SHE #5) (TYP) is F-1767.004R L-AN,GLE3"MULL CLIP,F-14,1WHT(SEE SHEET 05) 19 #10H EX WASHER HEAD TEK SCREW 20 #IOYHTEKSGREW 1 314- 31W _cD USE WOOD SCREW SIZE(010 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 27/16° 114�'(TVP) OUTSIDE fie, O C) I Ell 6"� 11116' 2 it 116"112" VF .090. TOP VIEW L 710" F-1522-013 2 3/16"DRIPCAPS-1895, FIN INSTALLATION 1 1/4" 47 8" I 131F-1622-006 -09 RETFIO/FLANGrz CLIP F 1 161, BEND AND BREAK FLANGE ADAPTER S-1,896 MULLION CLIP S-1897 1000FIN4 FIN FOR FRAME ATTACHEMENT TO MULL BAR A "I*A TYP.FIN FRAME(PVC) LUCAS A.TURNER,FL P.E.58201 J'�qtl lift C, i.... V., 079 .110 DETAIL 190D SIN 44TH AVE.No EB201 -t PVC MULL COVE=R-6018 OCALA,FLORIDA 34474 3'MULLBAR H-1758 IEXTRUSICN6&BILL OF MATERIALS-3-MULL BAR ""7'y'�' A6 STATE OF .°Wti ADE Ae IMPACT 7M�ULL BAW wi 1012612012 0 N 1 747 N05767wi83i T14E INFORMATION C014TAINED IN T1413 DRAWING 15 TNE SOLE PROPERTY OFCUSTO'A '�A PROPRIETARY AND CONFID IENTIA ........... LUM.MULL 1:2 le WINDOW SYStErvrs,IND.ANY REPRODUC71ON IN PART OR AS A wHOE WITHOUT THE WRrTTI;N pERmIssjON OF CLJSTCM WINDOW S)�STEMS,INC.13 PRORIBITM "Oft tylliekO 40PO I • 1 6 718" 6 710" -67/8" I 16 I 3„ 1 18 1 1 3" 3" 1 1 (•• 2 21/4"I L J . I 1 1 L 1/4"(TYP) 7116•(TYP) 1 1518, 27116" 318. 318"(2X) 1 518" 1 618" I 7/16"THRU(TYP) 1/4"THRU(TYP) I 1/2" OUTSIDE I CD- L-ANGLE 3"STANDARD MULL CLIP FLANGE-F-1767.001 I I 112" 1/2" 2 314• F (F-1522-XXX) (F-1767-XXX) 2314" 'T'MULLBAR CLIP "L"MULLBAR CUP 5" 5" 1 FRAME TYPE OPENING L ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L L ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R 1 NEW F-1522.013 F-1767-001 OUTSIDE i FLANGE RETRO F-1522-006 F-1767-001 NEW F4522-013 F•1767.004(LAR) 1 FIN I RETRO F•1522.013 F•1787.004(L&R) 1 NEW NOT RECOMMENDED' F-1767-001 BOX RETRO F-1522.008 F-17¢7.001 I I I UCAS A.TURNER,FL P.E.58201 `����"��GE•%V$,�•.�Q�/�i� 1, 'r ,i1tiISYINDO�RS No 58201 �S�S0 a 1900 SW 44TH AVE, t* *.C OCALA,FLORIDA 34474 y Oz t xz EXTRUSIONS&BILL OF MATERIALS-3"MULL BAR _ L Z 10% �STAT E a Ztr 9 ;V2!SfE9: b r iN.y k t� i);I PROPRIETARY AND CONFIDENTIAL 10/26/2012 %.A•• pp P IMPACT MULL BA _ADE 09:._r.2012 THE INFORMATION CONTAINED WTHIS DRAWING IS THE SOLE PROPERTYOF CUSTOM ���r+S•,l.pt....'•„•�`1�, '�`''�"�"3"ALUM.MULL 12 m 'tJO'`GWS-836 W.9TTEN PERMIWINDOWSY8TESSION CUSTOM WINDOW bIYSTEA SY14 STEMS, IS PROHIBITED. TME 'f;/!/iQ�A T+'t`t�`` �•�T :�1IT6 i'I.T����•.7,r.�t����•� .. 5OFO I I I i I I I i I j I j SEAL BEHIND FLIGj SEAL BEHIND FLANGE APPLY SEALANT ALONG FULL PRIOR TO ATTACPRIOR TO ATTACHING I LENGTH OF WINDOW FRAME TO MULLION1 I TO MULLION 1 I GROOVE PRIOR TO ATTACHINGII p I COVER9 I D 1 0 I I FIN MUST BE REMOVED WHERE WINDOWS I j CONNECTTO MULL I r I . I I A HORIZONTAL MULL BAR SECTION gu I !Al HORIZONTAL MULL BAR SECTION I A VEATICAVHORIZONTAL MULL BAR SECTION -'IN FFD9 t VYINDOPV— j s FtA1 I I -------------------------1- ----- ------- ------ LEAPPLY NGTH SE LANMULBARONG FULLOVE APPLY SEALANT ALONG FULL E I 2 NGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP LPRIOR O ATTACHING FLANGE ADAPTOR ADAPTOR I FIN MUST BE REMOVEDWHERE I 0 INDOWS CONNECTTOMULL I I I _ I 9 Tn I o D a i DETAIL A DETAIL B DETAIL B SEAL BEHIND FLANGE t SEAL BEHIND FLANGE PRIOR TO ATTACHING PRIOR TO ATTACHING to TO MULLION TO MULLION VERTICAL MULL BAR SECTION B AR SECTION I LUCAS A.TURNER FL P.E 58201 �� •m�Mz�mpn^n m,T� ,�� g FLANGE FRAME WINDOW 6 FIN FRAME WINDOW I .......... rySF W1TNDOWS a.DOORS +v4 No 58101 :- 1900 SW 44TH AVE. *: s OCALA,FLORIDA 34474_ a:: r't r' SECTION VIEWS-3"MULLBAR ASSEMBLY _ STATE OF .Ltd :;(1 "^- il�n t W. 4: + IMPACT MULL BAR ADEj- 109•".?%! DE2. TIiEItJFORh41TIDNCONTAINED OINTHISDRAWING PRIETARY AND 01$THE�60LEPP.OPER7V0TIAL /FCUSTOM If+"�SR{OR�OG'1S'y �'�I' �3"ALUM�MULL 'r'`�IL �12H�" WS•836WINDOW VIP.ITTENPERhE5gI0NOF0USTOMWNDOION IN WSYSTEMR,ART OINO.SSPROHIBITEDHOUTTHE �4 ONA `+ ,F,v, =(Ti-7T; r; _ .M .��, _. _ SOF 9 O O 1 O O A Q I II� ftL. I n i it= A 13 TOP VIEW SECTION A-A FIN FRAME 19 6"MULLBAR(H-1760) (SEE SEPARATE APPROVAL FOR 2 4"MULLBAR(H-1769) 2 APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 8 19 SEE NOTES 1&2(OTY 1 EA,) 19 SEE.NOTES 1&2(QTY 1 EA.) 19 SEE NOTES 1&2(QTY,EA.) 11116_MAX.EDGE DIST, 11/,16""MAX.EDGE DIST. 11/16"MAX.EDGE DIST. SEE NOTE 1 7 SEE NOTE 1 7 SEE NOTE 1 7 1 1 1 SEE NOTE 4 D SEE NOTE 4 20 SEE NOTE 4 0 7 6"HORIZ.TO 3"VERT.MULLBAR SECTION O 4"HORIZ.TVERT.MULLBAR SECTION C 3"HORIZ.TO 3"VERT.MULLBAR SECTION FLA GE&RAME UAME 7�FCANUFFHAML VVINUUW NOTES: LUCAS A.TURNER,R.P.E.58201 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),AS SHOWN ABOVE. 2. PRE-ORILLED HOLES(THRU HN CLIP 1897),BYTHE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32". ��4�•'NOEN9'-Pp'ri RTNDOIVS&DOORS 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS,REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL 3`w: No 58201 ,',-A 1900 SW 44TH AVE. OR VERTICAL). THE FULL UNGTH MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL *; * j*, OCALA,FLORIDA_34474 -v a SECTION VIEWS-HORIZ.TO VERT.3"M/BAR ASSEMBLY 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP.PREDRILL PILOT HOLE THRU ALL SSI=, STATE OP a TIMM: pfk;" ,. , MATERIAL. r Q S R y&j. IMPACT MULL BAR ADE 03:2::ct/1Z CRAD� 1012612012 COSC \ y "` IDRN'IYTHE7N=ORM1ATtONGCNTAIWEONTHIIS 43"ALUM.WULL mm 1:2 WRITTEN NDOW SYSTEMSINC. .ANYPEPRODUCTIONPTCMWINCCW SIN PART,OINCSB PROHIBITEA WHOLE D. /{{f��,�At �1�' —^^•--- —; ;;;-L . F: '�' '.,I'i 7 OF 9 1119_MIN.EDGE DIST.[B] SEALANT BETWEEN FRAME CONCRETE/MASONRY- AND ONCRETEAMASONRV z sY w000 suck AND OPENING BY OTHERS BY OTHERS 1 1/4-MIN. 1 a/a•'MIN. EMBEDMENT[B] BY OTHERS[A] EMBEDMENT[C] CONCRETE! " D.• - Q > EMBEDMENT e d 1 BY WOOD BUCK INSTALLATIONCONCRETE/MASONRY-,- p, n #0 WOOD ANCHOR BYOTHERS BY OTHER []BY OTHERS EMBT�,1 . 44. - .. a e. EXTERIOR FINISH ''• a° _ .D' D°04 ` d _ b b p BY OTHERS —MULL BAR CLIP Pr (SEE NOTE 2) I 11� .,? -' .> e p. PENINO 1....r `- .+_ a• d L(=' _: L d• ° a A' ;'�lI�+..-., . p'`a\-•>>.'p,s p° a�b BY OTHERS INSTALLATION ANCHOR, d° 1 BY WOOD BUCK PERIMETER BYOTHERS[A] 3/16"DIA.MASONRY ANCHOR 3"HORIZ. SEALANT BY MULL BAA 7/8"MIN.INSTALLER IL EDGE DIS TO, (CJEl n•�' n t. SEALANT ALONG ']( 3"HOR1Z. 1 1/e"MIN OUTSIDE EXPOSED ILIP EDGE DIST.�) MULL BAR EDGE OF MULL BAR SEALANT BETWEEN FRAME :? PERIMETER SEALANT PERIMETER SEALANT AND ANTOPEBETING BY N FRAMHERS BY INSTALLER BY INSTALLER EXTERIOR FINISH MULL BAR CLIP INSTALLATION ANCHOR .'••�. BY OTHERS (SEE NOTE 2) 3/16"DIA.MASONRY AN6HOR EXTERIOR FINISH SEALANTALONG SEALANT ALONG BY OTHERS OUTSIDE EXPOSED OUTSIDE EXPOSED G HORI7.MULL JAB SECTION [gJ EDGE OF MULL BAR EDGE OF MULL BAR MULL CLIP(WOOD) JAMB SHOWN,HEAD SIMILAR MULLHORIMULL JAMB SECTION i �'1 VERTICAL MULL HEAD SECTION 8 LLC IP M�ONR-Y) 6 MULL CLIP(MASONRY) MULL BAR CLIP INSTALLATION ANCHOR, (SEE NOTE 2) WIG`DIA.MASONRY ANCHOR SEALANTALONG {!I OUTSIDEEXPOSED _ EDGE OF MULL BAR 3"VERTICAL MULL BAR 3"VERTICAL MULL BAR CLIP INSTALLATION ANCHOR, PERIMETER SEALANT MULL SAR (SEE NOTE 2) 3116"DIA.MASONRY ANCHOR BY INSTALLER _ r.p"; REFERENCE NOTES: IB) SEALANT ALONG '3 EXTERIOR FINISH D p• o, p p p, p b A SEE NOTE 10,SHT 1 • o B SEE NOTE 1,SHT 2 g D• p D. p C SEE NOTE 2,SHT 2 OUTSIDE EXPOSED BY OTHERS ' � D. D D EDGE OF MULL BAR •.,.tl,.�I —_ SILL STOOL BY OTHERS e p D o jr • p o D p A 4"MIN.EMBEDMENT[BJ t. ,. �., (BEE NOTE) pp D p p p D p" p• 6OOTHETE MASONRY D..b ,D p• "I> • o- b •p D p D D D D PERIMETER p D• o• s D p p • p SEALANT BY ., -I[-a i. p, p D pD D Dp D.o D•> INSTALLER o D • o D p 1 1!8°MIN.EDGE DIST.JBJ EXTERIOR p; ' SHIM A8 REO'D FINISH BY TO MAKE LEVEL OTHERS p, . FOR MULL BAR ALTERNATE PRECAST SILL DETAIL D p Pep-`�. .a. \,8L G IP( A ONRY) , ,D,p� D D,�• ''O Dp p, D �P p� D, P+°� p',e°, ,a D•e,•._'!`•D ' ]�14L"MIN, ' EMBEDMENT[BJ LUCAS A.TURNER,FL P.E^68201 c o ,p° a p,D; •D,p° D�De'Ds P� a� 'e,b. NOTE: `M�iltvrrr7ri� %1"ORWINDOUN L SILL STOOL MUST BE FLUSH AGAINST INSIDE ,OF MULLED WINDOWS AFTER INSTALLATION .•t M MIN P �G'E IV S''•, gCONCRETE! EDGE DIST.(B] 2.RECESS MULL CLIP 114"MAX FOR ANCHOR ``V ' R.DOORS MASONRY QVER7ICPLMULLSILL SECTION CLEARANCE WHEN INSTALLING WINDOW UNITS 3v,.'� No 58201 ;¢). 1900 SW 44TH AVE. BY OTHERS ©MULL CLIP(MASONRY) o*; �.*'z OCALA,FLORIDA 94474___ M,ULLCLIPMASONRYINSTALLDETAILS-3"M/8 %0" STATE OF !Q' S O t tu: 'I'"''IMPACT MULL 6AR "I''"tY01:'r ADE "}L` C91271d01 PnOTHE INFORMATION CONTAINED IN THIS DRAWINQ IS THE OLE PROPERTY OF CUSTDCM R�'''i 2y�'� ..O..F.� 9°�C? R~, i ALUM.• - •- .lv:l; Cw -wW WINDON SYSTEMS. INC. ANY RREPRODUCTION SPART -As,RA$ WHOLE IWITHOUTTHE � �5' � 9°ALUM.MULL IL LEI E NTS .II c1m CWS;838 BOF9 / .. wnn."n ...•..a.va.".+.+..asra..,.dy,-w.......l...a......w..e. � SEALANT BEHIND FIN BY OTHERS SHEATHING MIN.EDGE DIST. BY OTHERS [C] WINDOW WRAP Lala!MIN EMBEDMENT BY OTHERS 2-BY WOOD BUCK _ [D] BY OTHERS [Al EXTERIOR FINISH ' BY OTHERS °'��; INSTALLATION ANCHOR, 010 WOOD ANCHOR WITH PERIMETER SEALANT INTEGRATED WASHER[C) °`�� "-' BY INSTALLERo° 2 BY WOOD BUCK e•o^K (MIN.EMBEDMENT)[C) B OTHERS SEALANTALONG MULL BAR CLIP _ - r , MIN EDGE DIST _ ,. m ' ___ (SEE NOTE 2) OUTSIDE EXPOSED EDGE OF MULL BAR INSTALLATION ANCHOR, SHEATHING BY OTHERS INT WOOD ANCHOR WITH II! INTEGRATED WASHER r—— -- MULL BAR CLIP [0] BY EXTORTORS INISW---d%g,: (SEE NOTE 2) S"VERTICAL o ,O^ 3"HORIZ. MULL BAR MULL BAR SEALANT BEHIND SEALANT ALONG FIN BY OTHERS OUTSIDE EXPOSED VERTICAL MULL HEAD SECTION EDGE OF MULL'BAR 9 R E D) WINDOW WRAP BY OTHERS PERIMETER SEALANT BYINSTALLER MULL BAR CLIP K H RIZ.MULL JAMB SECTION 3"VERTICAL (SEE NOTE 2) 9 FIN FRAME(WOOD MULL BAR JAMB SHOWN HEA l&SILL SIMILAR INSTALLATION ANCHOR, 1110 WOOD ANCHOR W ITH _ INTEGRATED WASHER[C] -T,11 v t REFERENCE NOTES: SEALANT ALONG 2 BY WOOD BUCK OUTSIDE EXPOSED j /— A SEE NOTE 10,SHT 1 EDGE OF MULL BAR I� !� /// BY OTHERS[A] B SEE NOTE 1,SHT 2 _r__51—l I C SEE NOTE 2,SHT 2 ..,�. NOTE: WINDOW WRAP 1.RECESS RETRO MULLION CLIP 1/4°MAX FOR CLEARANCE OF BY OTHERS WINDOW UNIT WHEN INSTA!LED. `. o°q e D ;MI2.FOUR(4)ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. PERIMETER SEALANTrim EMBEDMENT)(C) BYINSTALLER e e " LUCAS A,TURNER,FL P.E.66201 SEALANT BEHIND ea•rc716"MIN.EDGE DIST. 1�1%GIfTlrrrjA, FIN BY OTHERS [C] NOREW efl •:NS G t;. �'Q� . G. :•„^S,:11']NDOLVS&DOORS EXTERIOR FINISH Z,' No 58201 '�P 1900$W 44TH AVE. BY OTHERS VERTICAL MULL SECTION yp t 1�,_ OCALA,FLORIDA.34474 SHEATHING BIN-HAME(WdOb� - * I I'M BY OTHERS y 6 !tt. MULL CLIP/VVOODINSTALL DETAILS-3"M/B STATE OF w.; •?EiRiti3 r;; IMPACT MULL BAR ADE 09!?7!2012 PROPRIETARYANOCCNFlOENT/AL 10/26/2012THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OFCUSTOM c+` tph_,`,�,?�r, t,p;T); W NDOW SYSTEMS, INC PERMISSION OF US CUSTOM WINDOW OW S STE S,OINC iS PROHIBITED.TH�T THE „�fss'oN”; ` ,` 3�'ALUM.MULL •I` t,.Ii NTS CWS 836 r 9ors SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUI REQUIREMENT. 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 53 118" MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3) FLANGE WIDTH 3.CONFIGURATIONS:"DIX". 51718^Max UNIT WIDTH -IMPACT: PV8 SASH/IMPACT HOOK 47 11118"GLASS DLO 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER _ INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 1 1 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE MAX.MAI I DESIGN OF THIS PRODUCT.SEE SHEETS G&7 FOR INSTALLATION DETAIL. OVERALL GE WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR FLAN HEIGHT7 ® CALCULATIONS. 6 28 13116" GLASS 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. LO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 61314" I 1 USED AT FIXED M EETING RAIL AN D JAMB. MAX. UNIT HT, 8.SERIES I MODEL DESIGNATION SH-8100. 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS 303116" l I RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. MAX 26 718' SASH I GLASS10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE HEIGHT DLOOSASH;0=FIXED SASH X11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. s 451!16" GLASS DLO 48 318" MAX.SASH WIDTH LUCAS A.TURNER,FL.P.E.,66201 A RECONFIGUREO 912012 10118112 DESIGN PRESSURE RATING �1111111firt"t/ X70 PSF g�vPN1.rs4REbl ��+,�� J/ Gt' '4FZ TABLE OF CONTENTS �1.'1NDows k DOORS „v. No 58201 •111 1900 S W 44TH AVE. GENERAL NOTES&ELEVATIONS.....1 t .-* CALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES........;.2 Lucas Turner p; X C TITLE:GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT GLAZING DETAS.................................3 2013-01-03 13:40-05:00 Z'Z- Z� STATE OF 14V* ;t;'I s. :i;•,rt: SECTION VlEWS..................................4 0o•" 4, 8100 BAT 06118/2012 EXTRUSIONS&B.O.M.........................5 PROPRIETARYANDCOPFIDENTAL 1(3/2013 ,. "'•,C O R�';;'�'�r:` vooe.0 ;CALr::. INSTALLATION DETAIL........................8,7 THE WINCrO'pSt1STENS.IANC.Ar1YED IN WS REPR000^YOyNINPAATORASA'1h10IS THE$OLE EEW1T110LRTHE RT.Y OF CUSTOM �'' S7pNAti E.�••`, PVC SINGLE HUNG NTS CWS-812 WRITTEN PERMISSION OFCUSTOV.VANDOWSYSTEMS,INC.IS PROHIBITED. Ilryr��r,jp�� °NEb'.L.IcTTfkR; A i:I PEIFT. 1 OF7 r 6'MAX. 17" •--�I A SEE NOTE MAX I 6"MAX I I / I I I I INSTALLATION ANCHORS(TYP) — — — — 4�f I I 101!2" — MAX O.C. SPACING"P.) 4,. B j B NOTES: NO ANCHORS REQUIRED IN SILL A 1.INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114"FOR MASONRY OR ANCHOR LAOUT-(EQUAL SPLIT) WOOD,AND 118"FOR METAL, USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. FCAFIcE sr t Tlou 7PROVRnrre 3.LOA G SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. .311 DIA.ELCO ULT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 119"INTO MASONRY THRU COD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 12",IN ANY DIRECTION,SHALL BE ACHIEVED. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 318"INTO BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN ANY DIRECTION. S.#10-16 1TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S.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 STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL.P.E.,58201 q RECONFIGURED 012012 10118/12 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES; ,yyy�lhiJR�ti1!+����r A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) ♦` ( p rf I _� B.CONCRETEr MINIMUM COMPRESSIVE STRENGTH OF 3192 PSL �4�jG�,��''�-, l.. •°WINDUIYSVFVDrvODRS C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). D.ALUMINUM-118"THICK MIN..6063 Tb MIN. •v I No 58201 ���;0�' 1900 SW 44TH AVE, E.STEEL-.060"THICK MIN.,33 KSI MIN, "*! * * CALA,FLORIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE ;z Z TITLE:ANCHOR SCHEDULE$NOTES-LARGE MISSILE IMPACT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS 'S)'. STATE OF ",V I,i ;, R:a+o-+r'*. ;p_: FMPIAAMA200(FIAL FMAIAAMA 100 LANGE WINDOWS), THEIFlPO,<MATIONCONTAfN D11812012 01Ff�THTbORRNAARY ONOCI5THE90LEPROPERTYO els 'r�ar�S)'4 0 R 4'P'r?\� ``I`'I�L�'`PVC OSINGLE HUNG '"�'LI'' NTS Y411`' ISAT O�CWS-R12 FPdl✓1SAMAM'DM FMAPAIDMA 250(Bo3 0(EXTERIOR DOORS). WR hEtJ Pc'RYJ65 C N OANY CUSNM VJRJDTONI SYSTEMS,ION IN PART CtNC.Sb PRO ll7I7ED.AWHOLE O�THE �`0'1C)N AL S,0�` REV,LETTER: q SHk ET: 2OF7 718"OVERALL 718"OVERALL 118"ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED 7118"AIRSPACE 7116"AIRSPACE 5116"LAMINATED 5116'LAMINATED US"ANNEALED 118"ANNEALED .090"DUPONT PVB INTERLAYER .090"DUPONT PVS INTERLAYER 118"ANNEALED 1/8"ANNEALED' 4 SIKAFLEX 552 OR PURFECT GLAZE•'H" 4 SIKAFLEX 552 OR PURFECT GLAZE"H" i 14 16 1/2"GLASS BITE 1/2"GLASS SITE 71 FIXE©LITE(EQUAL SPLIT) SASH LITE LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED D1i012 10119/12 R�VV�{���i aGEL ,��G.;yCF.A .•'I ! WINDOWS KDOORS i d No 58201 :fI: 1900 SW 44TH AVE, a.* = CALA,FLORIDA 34474 fro•: * :a- "TL `GLAZING DEATAIL-LARGE MISSILE IMPACT X "3Jt STATE OF PROPFUETARYAND COWIDENTWL 1/3/2013 �)'�••�{ S00 ki 91D0 BAT 0G113�2D12 CUSTOM ♦(C R t,.••G�� L,tJDEL: LEE J§VP, dU:WMOCN SYSEMSINC.ANY REPRODURMATION CVJTAINM IN THIS C7ON IN PART OR AS AWHOAVONG IS THE SOLE EE ITH UT THE ,��;14ION AV S.�++�` PVC SINGLE HUNG (,W$_(312WRITTEN PERMISSION OF CUSTOM WINOOW SYSTEMS,INCIS PROHIBITED. fbN#pl2µp+ ?''I•=F'' 30F7 3 INTERIOR 13 3 4 4 45 53 � 1 RU �z 38 14 EXTERIOR 48 35 17 O 64 A9 33 I.J i 15 5 19 4 EXTERIORT1N ERIOR 3 1 a 30 5 14 SECTION B-B NOTE:LEFT SIDE 6140% FIXED LITE INA +'AY, RICHT el_E 6140%"SASH DLITAW.AY 2 9 40 6 16 4-8 10 NOTES: ITEMS 20,25,26,36,37,44,51,52' 16 \ 55,56,64,67,68 ARE USED BUT NOT SHOWN 85 \ FOR CLARITY. 66 62 �nI 36 34 U 114" ' 13 2 8 30 73 O LUCAS A.TURNER,FL.P.E.,68201 A RECONFIGURED 9/2012 10/18/12 3 4 *OS`EN11rREMfy" SECTION I (EQUALSPLIT) �fi�bpr+ r G .. DOORS �i 'No 582cl �1% 1900 S W 44TH AVE. CALA,FLORIDA 34474 9 111 LE: b•= ,'tt� SECTION VIEWS,EQUAL SPLIT,LARGE MISSILE IMPACT p STATE UP :�r: .:, �nrrar:r, 'rOgy�fi a 0100 BAT 0611 B/2012 PROPRIETARYAND COWIDENTAL 1/3/2013 F'rr C�..X '';'... I,IIJ iCL: 'SC F.L.4., .'1^!,6 57.: ' THEINFORMATION CONTAINED IN THIS DRAWING I5 THE SOLE PROPF.RTYOFCtWOM rl S�?' ,,y !� PVC SINGLE IiUNG NTS CWS-812 PRITTEN PERMISSION OFCUSTOMWINDONB STTEMS,,IINC.IS PRO 81TED. THE ,1ONyl,1`,;!!* ?FV.IE'T'I'Ii.R: A 'NF..F'f: 4 OF 7 3 118" FRAME CORNER Rem# Part Descrlptlon Vendor Material 2 3118^ k"' CQNSTRUCTIQN .1 H-6031 Maln Fr.,SH,wlFig.,PVC,Heed tvCkron Vinyl 1116" 1116" L2 H-6031 Maln Fn,$H,wlFlg.,PVC,SIII Mkron Mny1 1 63 H•6031 Main Fr„SH,wlFlg.,PVC,L.Jb. Mkrort Vinyl 214 H•6031 Main Fr.,$H,w/F.lg.;PVC,R.Jb. Mkron VSnyl 3 1 5/8" 2314" 4 6 S-1577 ImpactHeok Keymark Alum 8 H-6027 Sash Meet.Reil,PVC M kron Vinyl Jr 9 H•1497 Reinf.Sash Meet,Rail Keymark Plum CORNER WELD(ALL SIDES) 10 H•6026 Sash Bottom Rail,PVC Mikron MnA PVC SASH MTG.RAI L•6027 PVC SASH BTM.RAIL-6028 12 H-6004 Sash Sidefrop/Bot.Rail Mikron Vinyl PVC FRAME FLANGE-6031 13 S-1498 ReInt,S.B:R./S.S. 1116" 14 S-6064 GIz Bd.,7/8".17W.,Hertz Mkran Vinyl -�— 44 15 5-6064 Glz Bd.,718",Fxd.,Ven. Mikron Vinyl718" 37 16 8-6064 Glz Bd.,WSash,Hertz Mikron Vinyl 12 17 S-6064 Glz Bd7IW% vinyl., 8",Sash,Vert, Mikronvinyl1 If� .. ..� 18 S-6013 Scrn.Adapt.,w/Nib,PVC,Holz Mikron Vinyl 3!4° `J 1 518° 1 5118° Mnyl 20 S-6029 Sas Stop/FIIer,PVC,Vert Mikron Vinyl 3 2118" pVCSAS-314" 8026 ' 19 S-6014 Scm.Adept,PVC,Vert. Mlkron 23 H-1699 Relnfofce-ment,SBR Keymark Alum 15!16" 1118" l (-314"l 13 24 P-2190 Balance BSI 3116"•{ LI 3116" 25 P-3059 Sash Cam,PVC BSI Plastic 1112" PVC SASH SIDE RAIL-6004 '1� FIXED MEETING RAIL REINF.,S.B.R.-1898 I 1116° SCREWED-TOGETHER 26 P-3046 Take Out('Alp B51 SS ALUM 6063-T6 WITH OUTER FRAME 27 P-3783 Lock,Impgct,PVC Interlock ALUM.ALUM 6063'T6ALUM 6063-T81836 REINF.S.B,RJS.S.R.-1496 28 P•4069 Keeper,Impact,PVC interlock Zamac 30 P•3215 Weep Cover wl Flap Geer Plastic 32 P-3429 Wstp.,0.270 x.1 87 back RnSaol,Gray Ullrafab 112" 33 P-3429 Wstp:,0.270 x.187 back FlnSeal,Gray Ultrafab5116" I 5/8" 'II 1 5116" 34 P•3429 Wstp.,0.270 x.187 back FlnSeal,Gray UlVefeb 1 I' 1 � � 9 35 P-3429 Wstp„0.270 x.187 back FlnSeal,Gray Ultratab 1 118"I 11 38 P-3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ullrafab 1^ 1118^ 37 P-4636 #8x2-112PHMod.Truss,Type A.TEK2 Faslanal Steel -^I 1116" G--�-9118° Lu 38 P-3766 #6 x0.825'Ph PH SMS Hub City Steel PVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 REINF.SASH MTG.RAIL-1497 39 P-4051 W 98 x 1.250,Ph FH TEK,Wht. Hub City Steel ALUM 6063-T6 40 P-4264W 48 x3/4 FH PH wl#6 Head,TEK,Wht. Hub City Steel 6 44 P-3342 Seam Sealer,SM-5504 Schnee I»-114" 45 P-3752 CapPlug.-1/2"Hole M&M Nylon ¢3116" 47 P-3438 Slka0ex552orPurfectGlaze"H" Slka/Henkel O 48 P-3352 Set BI k.,85 Dur.,1/8"x 5/8"x 2"Lg, F.Lowe Rubber 0 51 P-3881 Temperary'Lbl.(NFRCIDP) 77} 14 1 1�6 1 —3^ ..� JJ•--� 112^ 52 P-3613 CWS Lbl.(logo) Pro Label 3,> � 53 Sash See Glazing C a pg.3) 7118" �5"� 54 Fixed See Glazing hart pg. PVC GLAZING BEAD-6064 Be P-3281 Spacer Duraseal 718" SCRE'NSUPPORT-3113 62 P-3218 Screen Frame,Haft Allmetal Plum f 63 P-3218 Screen Frame,Vert. Allmetal Alum (+15116° LUCAS A.TURNER,FL.P.E„50101 A RECONFIGURED9/2012 10/18/12 64 P-3321 ScreenFrrtmeComerKay Allmetal Plastic IMPACT HOOK-1577 7/8” 65 P-3581 Screen Cloth,18 x 16 Fiber lass Befterwe Fiberglass funTtrq 60 P-3228 Screen Spline,.155 Me.,Elk. Dapa Mnyi ALUM 6063-TB �qg 3 ,,NS I,,tSDRtiVt lrr�ir ' 67 P•3029 Screen Pull Tab Summft Wum 91Kr a�+'`'G' 4�OFh'SCCp"y�� P-3033 Screen p/ng, creep SS –4.1/18" N,�",^ ch2 'itWUOntiG000115 70 P•3113 Screw Support for PVC T.Plastics Nylon ?v° No 58201 P r 1900 SW 44TH AVE. 71 H-1836 Alum.Ffxed Rall Keymark Alum REINFORCEMENT,IMPACT HOOK-1112 r*1° '�, CALA,FLORIDA 34474 ALUM 6063-T6 Ar nTLe: 72 S-6063 Cover,Fl�d Rall Mikron Vinyl y -a: f�: EXTRUSIONS/B.O.M.-LARGE MISSILE IMPACT 73 5-1112 Relnfercam ent Impact Hook Keymark AJum ` '.a4:•• STATE OF :fes :s�i ;_ iiznvvr,;;sv ;;:arc. 74 P-3541 #8 x112",Pan Head,TEK Fastenal Steel PROPRIETARY AND CONFIDENTIAL 1/3/2013 0 *�A, P•' .� 8100 BAT 0(3/18!2012 4 F•°"4 0 R 1 V-,•P\.� ML:DEI-' dCALf >,0 Ido.: THE NOTE: ITEMS 5,21,22,29,31,41,42,43,49,50,55,57-57 ARE WINDOWSYSTEMS.rFOWATION X0?A1YREpROOLCTIOAINED IN THIS �NPMTORA'G IS THE SAl 7.101E PROPERTY ITTHOUTTHE OF CUSTOMf��y``''/p"°°•S�%`� PVC SINGLE HUNG NTS CWS-812 NOT USED ON THIS PRODUCT WRrrrF.NPERMISSION OFCIISTOMWINDOWSYSTEMS,INC.ISPROH1arTm. rirfpj��,µ11t�� 2E'V.LETTER: A P{fell'; 5OF7 INTERIOR FINISH L114"MIN,EMBEDMENT 1 3!B„MIN. EMBEDMENT- TFINISH SEALANT BETWEEN SUCK YOTH OTHERS BY OTHERS r r IC1 I41 BY OTHERS AND OPENING BY OTHERS OONCRETE/MASONRY i %,? ,+'• ;;,•;,{, BY OTHERS ;•r•.• •r•r:'r �[a) MAX.SHIM B/4"MAX.SHIM�I - S • 4' '• ° INSTALLATION ANCHOR,316^ora 4 Q �2 —{I~P D. P�•• p p D P+ ,•••ti;+,•,; 1 1/4" MASONRY SCREW w[WASHER • _ I ® f"`•"'"pMI ""�t }7 G p Z$ MIN.EDGE DIST. (MIN EDGE DIST.) THRU SCREW SUPPORT IN C p CONCRETE/MASONRY D. (MIN EMBEDMENT)C 4. BY OTHERS e :I EXTERIOR FINISH .• BY OTHERS - �� 2 1l4" 4 .'•• ,°,• INSTALLATION ANCHOR, 1 BY BUCK NO IAlO ION NCH BY OTHERS (MIN EDGE DIST.) q i, w;INTEGP.ATEO WASHER PERIMETER SEALANT (A] IO] .'•e•p A°5°THRU SCREW SUPPORT BY INSTALLER0 I, •� '. ,° [D] 114"MAX SHIM A.. {•a ti SEALANT BEHIND FLANGE [B] WINDOW FRAME <; :�,°. S S� 2 BY WOOD BUCK BY INSTALLER1 BY WOOD BUCK / JAMB BY OTHERS BY OTHERS J/ SEALANT BEHIND FLANGE SEALANT BEHIND F(ANGE (A] - BY INSTALLER BY INSTALLER WINDOW FRAME [Al EXTERIOR FINISH BUCK OPENING G HEAD BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BY OTHERS .�NIN INSTALLATION ANCHOR,3/16"DIA. BY INSTALLER BY INSTALLER MASONRY SCREW w/WASHER f-8--j HORIZONTAL SECTION EXTERIOR FINISH THRU SCREW SUPPORT 6 FRAME(MASONRY) BY OTHERS IG] ®HORIZONTAL SECTION FRAME(WOOD) WINDOW FRAME CONTINUOUS DOUBLE 3116•BEADS OF TRF.MGLA7E U1600 SEALANT SILL .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK SY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER WINDOW FRAME 1/4"MAX.SHIM SILL PERIMETER SEALANT IB] BY INSTALLER _ REFERENCE NOTES; EXTERIOR FINISH a >. .•T.• o v p —� [A]SEE NOTE 9,BHT 1 BY OTHERS • a p.p p. n D• Q •pop ]SEE NOTE 2& SEE NOTE 4,BHT2 ��II 10I CONTINUOUS DOUBLES/16"BEADS OF p SEALANT BEHIND FLANGE ^'iU U TREMGLAZE U1600 SEALANT AROUND v v D v• v D v` v v` v p (D]SEE NOTE 5,BHT 2 BY INSTALLER PERIMETER AT ALL INDICATED POINTS p v •pp• 'p r p p p D p p p p p BETWEEN FRAMEAND BUCK BY INSTALLER. • vD, > p• 9. oD• ° v' • v v o PERIMETER SEALANT BYINSTALp p yp p p°D.P D.•6 `p v p �1Bj"MAX.SHIM 9 o D v p o D EXTERIOR FINISH BY OTHERS -:;. .'.'_.",�. •^^', �} CONCRETEfMASONRY A.TURNER,FL.P.E.,56201 }; N •eiD; i�i�t' BY OTHERS LUCAS ANA RECONFIGURF.D012012 - 10/18112 D••p•p. ,�---""`� SILLSTOOL ti/l/f o. a. ,D.D••P•• •a.P•sa 1 D BY OTHERS p,p. p. •o. p• p p+ D)ALTERNATE PRECAST SILL DETAIL ,tip (J.�L1Rs6)� T rr p, O,ieP•p�•D+p. P,D• PD• • • DD• •• USE SOLID WOOD +•o••••D, • !• •DP •• P••P' .. P''P SUPPORTTOMAKE FRAME(MASONRY) �� ,.•'tOElJs''.,•F+ y O.ryWWK'S 1 D. p. p•, o.•. p• •p'a p. .P• SILL LEVEL BY OTHERS ,ti"i -1A 1µ -"-WINDOWS,%DOORS •P• •• •P D; •'P•p;•p. ;•p�•D'•P' '• �v�" No 58201 %P— 1900SVV44THAVE. CALA,FLORIDA 34474 CONCRETE/MASONRY * f TITLE: BY OTHERS :�% GT ? I S T I T ZU FRAME-LARGE MISSILE IMPACT 0. ;I:, fV oY: ..E: STRUCTURAL STRENGTH12 HIGH PROPRIVERTICAL SECTION THErNFORI.+nna'd CCNTAIL EOTHIS ORA'M.GTARY AND OISTHE SOLE PROPERTY OF AL OUSTOIr1 ,+,I�S �O R to I'�$��` •\pl;)(L.8100 -,t i,LL• SAT (,y I}0(�!(I]/ 81 GROUT BY OTHERS FRAME(MASONRY) WRITTEN PERMISSON.ANYREPRODUCTION 9IY5TERT INCSS V41OL WTHOUT THE '+rrl //NAL S,ON PVC SINGLE WLIPlGLrNTS ,LI`E•L• CWS•812 _� A 6 OF 7 1/B"MAX.SHIM.{I INSTALLATION ANCHOR, [D1 [Dt I #11,SCREW PERIMETER SEALANT BYINSTALLER �1/6"MAX.SHIM 0 SEALANT BEHINDFLANGE� �.,. BYINSTALLER WINDOW FRAME WINDOW FRAME HEAD INSTALLATION ANCHOR, BYINSTALLER SEALANT JAMB A70 SCREW [C1 SEALANT BEHIND FLANGE BYINSTALLER ; T_HORIZONTAL SECTION WINDOW FRAME SILL REFERENCE NOTES: CONTINUOUS DOUBLE 3116"BEADS OF TREMGLAZE U11300 SEALANT •( �OR EQUIVALENT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN [A]SEE NOTE 9,BHT 1 FRAME AND BUCK BY INSTALLER. [B]SEE NOTE 293,SHT 2 101 SEE NOTE 6,SHT 2 [01 SEE NOTE 9,SHT 2 SEALANT BEHIND FLANGE 118"MAX.SHIM BYINSTALLER •^ .^-P'T'n', .�' PERIMETER SEALANT BYINSTALLER [D) LUCAS A.TURNER.FL.P.E.,56201 A RECONFIGURED 9/2012 10118/12 �1�11111iTC IlI��, .0RE WoORS VERTICAL SECTION :J;' •YN yr No 52201 1900 SW 44TH AVE. *. * •�*.. CALA,FLORIDA 34474 TITLE. 13'. 5TATI OF ;`u�� INSTALLATION DETAIL4 LARGE MISSILE IMPACT O, tu: -PIE" H PROPILETARY AND CON'IOEMTWL 1/3/2013 1;1, ��` 8100 BAT OGl18/2012 WRITTENPSTEMS.IN OANY REPRODUCTAVNIC3 18 THE SOLE ION SIN PART OIRAIS PROHIBITED.WTHOUTRrY OF RTY 3THE ,TOIATOIA �� sldb `'Frey�`~ �'°t�E:e.�PVC SINGLE HUNG '�EV.I.LT,,I,NTA ,Hr4T1l)"CVVS-812 7OF7 SINGLE HUNG ELEVATION(LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA 74118"MAX FLANGE WIDTH BUILDING CODE,CURRENT EDITION 72718'MAX.UNIT W IDT'H 2.GLAZING OPTIONS:(SEE SHEET 3) 353!4"MAX SINGLE UNITWIDTH- 3.CONFIGURATIONS:°01X"-"0/X". 31 8116" �6 -USE HIGH SILL(1728)FOR 101/2 PSF WATER GLASS DLO -MAX.+67.5 DP WITH-NO RISER F 4.DESIGN PRESSURE RATING: 03" E I 6 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 MAX FLANGE 6 FLAI• -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE HEIGHT AND GLASS TABLES ASTM E 1300. 2813/19• I O O I GLASS OLO I S.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 81 314" I PRODUCT.SEE SHEET 6-7 FOR ANCHOR DETAIL-W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR MAX WOOD ANCHOR CALCULATIONS. UNIT HEIGHT fi 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. 1' T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETING X RAIL AND JAMB. GLASS DLO i - MAX 6.REFERENCE TEST REPORTS: NCTL-21 D-3574-1,NCTL-210-3574.1A,NCTL-210.3574-2, ^ SASH HEIGHT NCTL-210-3574.2A,NCTL-210-3574.3,NCTL-210 3574-3A,NCTL•210.3574 4,NCTL•210-3574-4A 9.SERIES/MODEL DESIGNATION SH-8100. —p 10.1xor 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY FLANGE UNIT 8 TRANSFER ALL LOADS TO STRUCTURE.BUCKAND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. —GLASS DLO MAXSA�SH WIDTH 11.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0=FIXED SASH 74118"MAX FLANGE WIDTH 12.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR 727/8'MAX UNIT WIDTH LOCATION. . 35314"MAX SINGLE UNITWIDTH 31 oil If H GLASS DLO 7 I ' 63" J I I MAX 7 FLANGE DESIGN PRESSURE RATING HEIGHT 28 13116, O O :70.0 WItH SILL RISER GLASS DLO 61314* MAX UNIT HEIGHT . I I �/ �( I 303/18 LUCAS A.TURNER,FLP.E.ND.582.01 A UPOAT8DPER2010FBC 11/14/2011 TEF GLASS DLOj ^ „ i HA BASH `;,�tt��1p'RFSi.rTl✓���i e Q 10BN5,• yti�C1�•� v '•.fYfit, L1 G=_1 WINDOWS&DOORS —————— M•.r: No 58201 4-A A 1900 SW 44TH AVE. TABLE OF CONTENTS — * OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS.....1 FIN UNIT 29_ 32 6116" 'k i'rTLE: GLASS DLO MAX SASH WIDTH GENERAL NOTES&ELEVATIONS-IMPACT ANCHOR SCHEDULE&NOTES..........2 S'P% ST0. ATE OF t.j* SERIES: ARr•;✓ni 9'8 GATE: DP CHARTS&GLAZING DETAIL.,......3 Lucas A.Tuma/,P.E. 2011-11.29 00:58-05:00 %1".•.,ti` q,'�41 � 8100 ADE 0if2612009 SECTION VIEWS&ALT FRAME.........4 PROPRIETARYAND CONFIDENTIAL 11/28/ll g� 1 O qq 10,.• Dr,4L: -CALF! rnr r O.: EXTRUSIONS&B.O.M.........................5 THEINFORMATIONCONTAINEDINTHIS DRAWING 15THE SOLE PROPERTY OFCUSTOM ���lfis�'•i`.•• �+ CONT.HEAD&SILL ' NTS CWS 440 INSTALLATION DETAIL.......................6-7 WINDOWSSTESSI'ON.ANYROPMWINDOONINPEMS,OIRASA WHOLE WITHOUTTHE Yfl+rQN�1 141' gEV.I.ET'TFR A :'SIIE:ETr 1 OF 7 MIDPOINT B" B" I 18"( e"MAX(TYP) 4" (SHT 4) q. ' A — MAX(1YP)� -—— B"MAXAX O.C. — - MAX(TYP) MAX O.C. 1DETAILA� 168!18" I 169!16" I 7 I 169!16" INSTALLATION.ANCHORS, I I MAX O.C. MAX O.C. I INSTALLATION ANCHORS,, MAX O.C. SEE NOTE 6(TYP) SEE NOTE 4(TYP) B I I B(S.HT 4) ((1)INET.ANCHOR AT CIL (SHT4) bF MEETING RAIL(TYP) I C. I --• -- --—� 43 —1 — SEE NOTE 2 C I 1. ANGH@j LAYOUT/�M-f lV ) [rjyCHpR LAYOUT-(FIN) ?HRU fRA�E(CONCRETEO NRY OPQ.IRO) THRU NAIL!NO TIN(W000 OPENING} NOTES: I/ i.INSTALL ONE ANCHOR AT EACH LOCATION, SILL ANCHOR SPACING SAME AS HEAD. ? I 2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE I/ GREATER THAN 1/16"IS PRESENT. _ 1� 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 1 I 3116"DZIAL ULTRACO ASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A'MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU 1 LICK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2"SHALL BE ACHIEVED IN ANY DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 13/8'INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/0"SHALL BE ACHIEVED IN ANY DIRECTION. - B,#8 WOOD SCREW ANCHOR MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN DETAIL A INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN ANY DIRECTION. INTERNAL MULL ATTACHMENT 7.SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. S.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. — LUCASA.TURNER,Fl.P.E.NO.68201 A UPDATEDPIER2010F8C 11/14/2011 TEF 9.INSTALLATION ANCHOR$SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. `Kt p+IDREW 911 %--- 10,INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN.ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES! •p 0 F m 'r%A�+ IL f�L A.WOOD-MINIMUM SPECIFIb GRAVITY OF 0=0.65(SOUTHERN PINE OR GREATER) 4�Gj '1 10 + N7N[IUlvS&nl70RS B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �w: N4 58201 4 1900 SW 4471-1 AVE. C,MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER), * * * OCALA,FLORIDA 34474 t TITLE: 4' :QL 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE i ANCHOR SCHEDULE&NOTES-IMPACT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS 10 $TATE OP :�4" se zns: ^RnsvN sY: bATE: 01/2E/2009 FMMAfWDMA25AIAAMA loo0FBOXWINDOWS FMAIAf+M2N1M00 DMA300 EXTERORFLANGE )DOORS. THE INFOR+nn7wr+coNrAlrP WTHIS DRAWING ROPRMTARYANII COM-DE30LEPROPERTY 0FC89TOM 11 +�AL +`ti��'�0R.0-,"4..1. ronEL: 8100 -r� SCALE: ADE owo.No.l ( )' ( ) WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE �+>f '/OryfA1, Nye* CONT.HEAD&SILL NTS CWS-440 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.ISPROHIBITED. 1lfgtf 11��{{N �YEb'LETTERI A NllEeCa: �� F7 r, 718"OVERALL 718"OVERALL 118"ANNEALED OR TEMPERED GLASS i1B"ANNEALED OR TEMPERED GLASS 7/16"AIRSPACE 7118"AIRSPACE 6116"LAMINATED GLASS 5116"LAMINATED.GLASS 118"ANNEALED GLASS 118"ANNEALED GLASS .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 118"ANNEALED GLASS 118"ANNEALED GLASS 33 SIKAFLEX 562 OR PURFECT GLAZE"H" 3 SIKAFLEX 652 OR PURFECT GLAZE"H" 14 112"GLASS BITE 1 112"GLASS BITE p 10 ' 11 SASH LITE SILL RISER MAX.DESIGN PRESSURE FIXED LITE NONE +67.5/-70.0 1728 +70.0/-70.0 LUCAS A TURNER,_FL P.S.N068201 A UPDATED PFR2010FBC 11/14/2011 TEF ��tunrtrrt�t, P1b�R....7U+ir • ��•(t�'.'w�G s�•;•F,�r� mw Wrxnoiv��ons W No 58201 „A 1900 SW 44TH AVE. OCALA,FLORIDA 34474 J ' 0_ "ITLC. DP CHART/GLAZING-IMPACT STATC.OF 'l 4/r+1. ; rirDATE; CRV.� : 01 12.6/2 8100009ADE$eSCALE! n�C THE INFORdATIONCONTAINEt TH19DRAWINO l9 THESOLE PROPERTY r CONT.H=AU&SELL NTS ""CWS-440 WINDOW SYSTEMS IPRDUCIN PART RASA WHOWITHOUT THE tiWNTTEN PERMlSI NOFCU9TOOW SYSTEMS, PROE "14v X, , Fj. A 3OF7 — OVERALL UNIT WIDTH ------ 17 3 13 4 41 3 1 1 40 30 31 0 0 28 1 20 0 g 1 OVERALL FLANGE WIDTH SECTION B-B TYPICAL HORIZONTAL SECTION 1 . 39 33 14 • 18 O 37 38 10 35 8 11 47 1 2 9 1 FLANGERALL 9 DaUNIT OVERALL 18 HEIGHT 50 HEIGHT o 44 NOTE:ITEMS USED BUT NOT SHOWN 5 0 FOR CLARITY,6,1 B.AND 32 19 10 49 25 11 SECTION C-C ALT FIN FRAME ' 51 (1728) LUCAS A.TURNER,FL P.E.NO.58201 A UPDATED PER 2010FBC, 11111412011 TEF 16 SILT.RISER MAX.DESIGN PRESSURE z NONE +67.51-70.0 �,�`*05"PRE 14,N erus�RT 51WINDOWS&DOORS 1728 +70•U/-7Q.Q ti W a Nq 58201 ,A w 1900 SW 44TH AVE. SECTION A-A SEESECTIONA-A *t * �kZ OCALA,FLORIOA 34474 :�. 1'I7LE' TYPICAL VERTICAL SECTION p�� ,- a 1 'r- SECTION VIEWS-IMPACT p: STATE OF • Ll SE;Sti DATE: PROPRIETARY ANO CONFIDENTIAL 1,).128111. 'A � ••`A, Q,tD�\$� 8100 ADE 0112fi/200�i THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �1, ••OR. �'y S, "J�OP.,F-L; SCALE: O.G "CWS-440 WRNDOW ITTEN PERMISSION OFL�REPRCDUGTCN IN PART STOMWNDOW SYSTEMS,OINC.95 PROHCDITED.OUTTHE r,IfdS�0NA1-�`.4t�4 CONT.HEAP&SILL n;.LF-rrr:R•NAS SPIE flrn nits 4OF7 PARIa Uig, B�0•_ .R4AT. - ... 4 99031 FramsPAod,Rg, Mlvan V1nyl 3118" � 3118^ FRAME CORNER 2 x+6031 Frame SilL Fig, Mon Vinyl 1/18" •GON5TRU6TIQN 2311 3 K6031 Frena Jamb,Fill, Mkron Vinyl 4 K5031 hternalFr.,Jb. Mon Vinyl 1118" 5 H-8026 Frame,Rn Mon Vinyl 1 5 5 8.6025 Sash Slop!Rllar Mlcan Vinyl 2 11118" 7 K1838 Alum Fixed Meet Rall Keymark Alum © 3 3 9118" 6 1}6027 Sash Top Pell ' Mloon Vinyl pp 4 9 H-1487 Reinforcement fer$TR Ksym k- Alum „ CORNER WIELD(ALL SIDES) 10 H-6028 Sash Bottom Rall Mon Vinyl mu 11 K1699 Relnforceentfor 98R _ Keyrrark Alum PVC FRAME FIN-6026 PVC SASH MTGi RAIL-6027 12 H-6004 gash Side Rel Muton Vinyl PVC FRAME FLANGE-6031 13 9-14911 RsInforcement for SSR Keynetk Alum 14 S-6084 Glazing Bead Mon Vinyl ��++------} 15 R3059 Sash Cam MSM Plastic 13116" 1t8°� ' 16 P4479 Weep WusIngBFlap Assn M&M Rastic 1118" 1 118"' I i 17 610ak$Tackla Balahca Caldwell _ Steel 16 83295eOut pip 6umrit Steel 19 Sash See Sheet 1ltfi° 10 26 Fixed-342 Sae Sheet.,0.27 PVC SCREEN SUPPORT-6014 21 83428' Wsfp.,0.270x0.187 beck Fln6eal, UIreFAB Nylon FIXED MEETING RAIL 22 P-4838 #8x2-1/2A-I Mod.Truss,Type A,lAC2 Fastenal Steel SCREWED TOGETHER WITHOUTERFRAME 23 410 1 112"Panhedd SMS Fastenal steel PVC SASH SIDE RAIL-6004 PVC SASH BTM.RAIL-6028 ' 24 Flat Washer Fastenal Steel 1116 26 S-6014 Screen Su port Mm V1nyl 7 T 1116° 314° 1316" 26 S-6013 Screen Catch ' Mon Vinyl "] 21/8 �-^j-- 1118 " 27 8.8083 Rxod Reil(over __.. Muton Vinyl ir1° -1116° 11 13110" 28 83113 Screw Support,PVC Team Restos Rubber 15/16" •�-- 8 29 83352 Bet,Bik,118'x 818"�2' Rank lows Rubber I 1118" 30 S-6018 MlEber Cover I Mleon Vinyl g 1 112" PVC SASH STOP-6025 31 83767 #10x 1 Hex Heed Tpk Fastenal Steel 32 83342 Seam Sealer,SM5504 .Schnee REINF.S.B.R.-1699 PVC SCREEN CATCH-6013 ALUM.MTG RAIL-1836 33 81kaFlox662orFurtbctGlaze"Fr STWHenkel ALUMINUM 6063T-6 ALUMINUM 6063T-6 6116"•--1 34 83541 #a x 112 Flat Tek _ Faafenal steel 35 84051 B8 x 1 114"Ai Rat Tek �• Faetanai Steel 1 2,900 111 G' 38 P-3783 Lock Interlock Steel -.108 37 P-4009 Keeper Interlock Steel 3f4" 1118" 518" 61 38 P-4284 1#8 x 314"Al Flat w1.'#6 Head Fastenal Steel 3116„ 9 1.733 3° 39 83752 Hole Rug MSM Aael 13 �° � 1116' 40 83559 #8 x 318^PH Pan Tek Fastenal Steel L_ 41 FF1727 Internal Mrllbar Kaymark Alum REINF.SASH TOP RAIL-1497 44 P-3218 Screen trerne ALL Metal Alum REINF.S.S.R.-1498 INTERNAL MULL BAR-1727 45 P3321 Screen Owner Key ALL Metal Flasuo ALUMINUM 6063 T-6 ALUMINUM 6063 7.6 ALUMINUM 6063 T-6 HIGH SILL-1728 46 83228 Screen Spline DAPA Rubber ALUMINUM 6063T-6 47 83033 Screen Spring AA Screen Steal ' 48 P-3028 Screen Foil tab SurmR Alum 045 LUCAS A.TURNER,FL P.E.N0.68201 A UPDATED PER 2010F130 11/1412011 TEF 49 Screen Malerlal - NY Wee Fiberglass - 50 84959 Ws .,0.420 x 0.161 beak UHraFAB 1 tart W Nylon �- 114° 15116" yP�1tP1DRt 4l�tlrrir 61 B-1728 F6ghBlil Keymark Alum ����P' +•••. T,/j��er ,CEN y lwwwws R DOORS ��?' N6 58201 ."P: 1900 SW 44TH AVE. 3116" 14 .,k q OCALA,FLORIDA 34474 PVC PXD RAIL COVER-6063 TITLE: gOl1&EXTRUSIONS-IMPACT 112"t- :r3°—moi e L� I � PVCGLAZEBEAD60fi4 55�;• STAT'E OF ;E Esv: nn:V?tF.'/: DATE 11/28/11 rDFIAWjNr �OF CUSTOM ,,p.,,fi p,' �ti 8100 ADE 01!26(7009 SCREW SUPPORT-3113 PROPRIETARYANDOOPTION CONTAINED IN THIS '19FIOENTVIt PROPERTYTHE SOLE U 1t?.•` .� uonrl r,At.E• owcN7: WRITTEN PTHE ERMISSIONINC. ANYR REPRODUCTION IN PART CR ASA WHOLEOITHOUT THE j,'o'.tj �V%i %', CONT.HEAD$51LL" NATS CWS-440 OF t1! ixEV.LE"Tr[R; S•neH7: §OEZ G' — --1 1/4'MIN.EMBEDMENT 1318"MIN.EMSEDMENT INTERIORFINISH INTERIOR FINISH [C1 101 BY OTHERS BY OTHERS 114"MAX.SHIM 'f '• ' +" INTERIORFINISH SEALANT BETWEEN SUCK }i•7 f { 1/a'MAX,SHIM �] sy'+;'i{•f BY OTHERS AND OPENING BY OTHERS CONCRETEIMASONRY •y/ •;•r•. LB1 �'•a•.;•;•;• BY OTHERS . 2912: — �{ INSTALLATION ANCHOR,5/16'PIA. ,4•4 G�A r 718°MIN.EDGE DIST. (MIN EDGE 0137,) I 'r MASONRY SCREW WMASHER ' •' .• Fr '. (DJ THRU SCREW SUPPORT • •' (CJ .4•'•Q •r•r CONCRETEIMASONRY • o• o+ o, . o. v :i•ti.y • 4 �- - e BY OTHERS o` e• •o o. ar•. 1 1!4" •: ;o' a a ^' r:v'ti (MIN EMBEDMENT)[C] EXTERIOR FINISH k� � 4.4•Q L ( / > •" NIG WOOD ANCHOR BYOTHERS INSTALLATION ANCHOR, �ry{ _ Q •. '. 1 BY BUCK �1y •G••4 4 r / A• WA'VASHER THRU SCREW BY OTHERS (MIN EDGE DIST.) 4• PERIMETER SEALANT - - 1! SUPPORT SY INSTALLER [A1 LI01 •d 4.4 A IDI SEALANT BEHIND 114'MAX.SHIM I 4•4 WINDOW FRAME t�t'4;;r A 2 BY WOOD BUCK FLANGE BY INSTALLER (B] ..11 '•+ SEALANT BEHIND � B 3EALANTBEHIND S fy::�'{^•: BYOTHERS 1 BY WOOD BUCK FLANGE BY INSTALLER FLANGE SY INSTALLER fAl BY OTHERS SEALANT BETWEEN BUCK [A] PERIMETER SEALANT PERIMETERSEALANT AND OPENING BY OTHERS WINDOW FRAME BY INSTALLER BY INSTALLER HEAD INSTALLATION ANCHOR,3116"DIA. HORIZONTAL SECTION EXTERIOR FINISH MASONRY SCREW w/WASHER ®FRAME(MASONRY) EXTERIOR FINISH BY OTHERS THRU SCREW SUPPORT BYOTHERS [Gl HORIZONTAL SECTION FRAME(WOOD) HIGHRISE ADAPTOR SEALANT UNDER SCREW (OPTIONAL) HEAD BY INSTALLER L• INSTALLATION ANCHOR,3116°DIA, WINDOW FRAME MASONRY SCREW W/NEOPRENE I SILL BACKED WASHER THRU SCREW q ao SUPPORT WINDOW FRAME SEALANT.BEHMD (G1 . SILL FLANGE BY INSTALLER INSTALLATION ANCHOR,3118"DIA. 'PERIMETER SEALANT 114°MAX.SHIM [B] SEALANT UNDER SCREW _ MASONRY SCREW w/NEOPRENE BY INSTALLER REFERENCE NOTES: HEAD BY INSTALLER BAGKED WASHER THRU SCREW _._�:-;,• . SUPPORT EXTERIOR FINISH (0) 8Y OTHERS p o• o, ' v e D . ` (A]SEE NOTE 10,SHT 1 SEALANT BEHIND v pp v•D • v p (B)SEE NOTE 2&3,BHT 2 FLANGE BY INSTALLER g - - D'b D• v p. v ,1114° C SEE NOTE 4,BHT 2 PERIMETER SEALANT _ D,• D v D� v• o D•DoD• ,pv Dvp v• pp (MINEMBEDMENT)ICI JC] 6,6HT2 BY INSTALLER -1814°MAX.SHIM •�D'Dg D v' • p v• ° v�► •pP• oD• p Dp . opP • oD D• i DrQ EXTERIORFINISH BY Ol'HERS CONcRETE/MASONRY (MIN EDGE DIST.) • f' 'f' SILL STOOL BYOTHERS • ••P.•n•;l o�;P • BY OTHERS (C] LUCAS A TURNER,FL P.E NO.58201 A UPDATED PER 2010 FBC 11/14!2011 TEF >� n• •4�>•v• •or• n, >•p o. .o•o. ALTERNATE PRECAST SILL DETAIL . a.> 'p• ••"> • > • o o. • FRAME(MASONRY) ,111 f 11'rTrrti��• . • �;o•. a. n, •m o+ o.'p USE SOLID WOOD �yy tiyORby ��� d . • ' o•p• n n' a. .. ,•o• P, �• SUPPORT LLEVELBYOTH .,��p.,.;Y�CE.FdSFL��Arp—wrNDows ORS SILL LEVEL BY OTHERS •P. • •p Nb 58201 1900 SW 44TH AVE. CONCRETEIMASONRY • I (MIN.EMBEDMENT)[C] ' BY OTHERS 2 112n �` OCALA,FLORIDA 34474 (MIN.EDGE DIST.) . >77I F: Z' INSTALLATION DETAIL THRU FRAME-IMPACT HIGH STRENGTH :153 $'FATE OF .'UI STRUCTURAL r.0'; p '�w SERhTfi: ')RAV.-74 BY: DATE 01/26/2009 GROUT BY OTHERS fb1YERTICALSECTION THE INFORMATION CONTAINEDNRTHISDMWIN0013THESOLEPROPERTYOFCB/STOM �IAL ,'�I���(•,C.i;,�"����, MODEL: 8100 ^ ^IF ADE OWO.NO.: FRAME(MASONRY) WINDOW SYSTEM1IS INC.ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE 14 Sforq 1.. CONT.HEAD&SILL ''�"'� NTS CWS-440 WRITTENPERMISS(ON OF CUSTOM WINDOW SYSTEMS,INC,IB PROHIBITED. //1l1�YII��yly �''fF\�LE7'TEI;; A >III:ETo BOF7 ' r �I SHEATHING 1112'MIN.EMBEDMENT BY OTHERS [El EXTERIOR FINISH ° -- 2 BY WOOD BUCK . BY OTHERS BY OTHERS SEALANT BEHIND FIN °•'iO —INSTALLATION ANCHOR, . o° BY INSTALLER '$?• #S IE]WOOD SCREW WM/ASHER WINDOWWRAP ° d BY INSTALLER op8,• �'-• ___} I&MIN.EDGE DIST.[E1 ' PERIMETER SEALANT. O Tf BY INSTALLER 114"MAX.SHIM JX MIN.EDGE DIST. IB] (E] 2 BY WOOD BUCK 114"MAX.SHIM' ' WINDOW FRAME BY OTHERS IB] HEAD [A] INSTALLATION ANCHOR, #0 WOOD SCREW WITH WASHER f� WINDOW FRAME ( MINEMBEDMENT) JAMB. El ff I [ SHEATHING BY OTHERS oA%* %od°'eb EXTERIORFINISH REFERENCE NOTES: WINDOW FRAME '-~ BY OTHERS OW WWINDRAP SILL �+ WI DOW WEA [A1 SSE NOTE 10,SHT 1 �� • SEALANT BEHIND FIN 161 SEE NOTE 283,BHT 2 BY INSTALLER [C1 SEE NOTE 4,SHT 2 PERIMETER SEALANT _ [D]SEE NOTE 6,SHT 2 BY INSTALLER [E1 SEE NOTE 6,SHT 2 SEALANT BEHIND FIN 114"MAX SHIM BY INSTALLER IBI HORIZONTAL SECTION FIN(WOOD) PERIMETER SEALANT.. °bgO7 BY INSTALLER S: 114vMIN.EDGE DIST.151 WINDOW WRAP _ _ µ^�_ 2BY WOOD BUCK BYINSTALLER a�o' - BY OTHERS LUCAS A.TURNER,FL P.E.NO.69201 A UPDATED PER 2010FBC 11114f2D11TEF A 1r ar �RESI!IIIIs EXTERIOR FINISH o" INSTALLATION ANCHOR, +1 �.••...... r BY OTHERS °' #S WOOD SCREW WMASHER d'ra IE] ,�JU�,.!✓�C E NSA'.S'�.� I_ ^'i&Offt DOORS SHEATHING 1 �+; No, BB201 C OCALA,FLORIDA E34474 BY OTHERS (MIN EMBL'DMEN7) *; * �4 [E]VERTICAL SECTION %-a•� GTATL- OF ti TITLE • .-INSTALLATION DETAIL WOOD CONST.-IMPACT ! r SERIES: DR,5VN 0Y: OATF_' FIN(WOOD) '0 wTM 01/2012000 Il/28111 �i•�••;�C' 01;.''�� 8100 ADE PROONTAINED PRIETARY THIS DRAWING AC 10 THE SOU _OF CUSTOMMOo3: GOALS: DWG.NO.: THE SYSTEMSRMATION,INC.ANY REPRODUCTION N PART ORA AWHOL WITHOUT THE i� s -� Qti� CONT.HEADSiSILL 'Ff LL�I I;•NAT3 yILF'. CWS-440 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. Illr�I�I IIµN 7 0 7