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3ELD-WEN DOOR TABLE 1 <br /> INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:O,X.00,XO or OX,OXO,000,OXX or XXO.OXXO,000 W/BOXED SIDELITES <br /> SIZE ' QUALIFIES:OPAQUE ACTIVE PANELS AND IMPACTINON-IMPACT GLASS SIDELITES 5 <br /> CONTOURS STEEL DOOR,WOOD EDGE <br /> MAX.PANEL WIDTH=36" 6-8 TALL SYSTEMS: <br /> 24 GA.OPAQUE DOOR&GLAZED SIDELITES <br /> (xx)(xxo)(OXXO) t x)(oxo) <br /> :UP TO 12'-0".X 6'-8" <br /> OUTSWING/INSWING GENERAL NOTES OUTSWING NEGATI E +60 +65 <br /> 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL INSWING POSITIVE +60 +65 <br /> CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC).PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94.AND NEGATIVE _ 5 <br /> TAS 203-94.PRODUCT ALSO MEETS'HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS. <br /> 2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.BUCK MATERIAL COMPONENT LIST <br /> MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER, ITEM DESCRIPTION MATERIAL QTY. <br /> 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7.DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25-MAX.THK.) WOOD AS REQ. <br /> FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 2x WOOD SUB BUCK(B.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. <br /> 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 U WOOD SUB BUCK(S.G-MUST BE 0.55 OR GREATER) WOOD AS REQ. <br /> FOR IMPACT RATED DOORS.FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ. <br /> DOCUMENT#J11106(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE: 5 3/16"ITW TAPCON ANCHOR W1.1 1/4'MIN.EMBEDMENT. STEEL AS REQ. <br /> JELD-WEN.COMIPRODUCT SUPPORT!DOCUMENTS/INSTALLATION-INSTRUCTIONS 6 #10 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6 <br /> �LORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON-IMPACT 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. <br /> GLASS SIDELITES. 8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW' STEEL 21 OR 28, <br /> 149'MAX.FRAME 9 1'OVERALL ALUMINUM FRAME IMPACT GLAZINGIG BY ODL ALUMINUM 1 <br /> 6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1, 37 112'MAX. 74"MAX.FRAME 10 KWIKSET LOCK SERIES 400 - STEEL 1 <br /> SHEET 1. FRAME TYP.' D.L.O. 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 <br /> 7.ALL FASTENERS IN WOOD SHALL SHT.# 12 1'OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY ODI. PVC 1 _ <br /> BE COUNTERSUNK 3116"DEEP. -- -""-- '- - •� 13 #8 X 1 1/2'PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ- <br /> . ._._ <br /> EXAMPLE: 3116"---� = O ._ - iI� p,_-� L: 5 N <br /> E'_.. Y�J,© � OVERHANG <br /> Q _j LENGTH N <br /> .i °"_ I( �� I ' I NOTE: PRODUCT HAS NOT BEEN RATED FOR I I Q m q A N <br /> w O 4, WATER INFILTRATION. IF AUTHORITY HAVING 0 <br /> 8.CORE DESIGN:EXPA ED POLYSTYRENE WITH ,,ao a ( JURISDICTION REQUIRES THAT PRODUCT MEETS V p m b " <br /> 1.0 TO L25 LBS DENSITY,BYJELD-WEN INC, z - ,�e i ,;-a \, �. <br /> z aL ;\ �; THIS REQUIREMENT,PRODUCT SHALL BE USED =� <br /> - 1- 1? ? WHEN INSTALLED AT LOCATION PROTECTED BY r Et Y to <br /> 9.FACE SHEETS:24 GA(0.021-MIN)THICKNESS. 3 d = e '\'�, x''.,t '� _ �- <br /> rn n ;' OVERHANG SUCH.THAT OVERHANG(OH)RATIO= c� o <br /> GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD z_O p I f -� OH LENGTH=OH HEIGHT IS=1.0 ,I�s Q n m <br /> STRENGTH FY(AVE)=40300 PSI-' Q I' � � �. OVERHANG 330 n E o m <br /> ACTIVE 'INAGTIVE RATIO 3 S Y Ln LL <br /> FIRE_D \ ��FIXED w C <br /> IMPACT LITE NON-IMPACT LITE o 0 12-0 X 6 8 ELEVATION <br /> SEE SHT.#2 SEE SHT.#2 w F O <br /> DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) $ <br /> 37 1/2'MAX-O.A. O-'Z <br /> FRAME 75'MAX.FRAME i �75'MAX.FRAME---I �172112'MAX.FRAME 1-�-74"MAX.FRAME -( W O rz <br /> I I I I O.�Z .� <br /> - ---�, ----- ------- -- -- - --- O - <br /> -- [0110 <br /> I 11 <br /> rn o ff ED, Its <br /> om= { ly i e I ICI" 1 B-ill 0.6ow i1)TVP. I I j �� 1 II O csig.-�._.��..��!r k ! I I {t.,._i '�a ee ,; W p°D w Z <br /> �..! <br /> Z z .S {10,TYP. I 1 a <br /> z O 6-0 X 6 8 ELEVATION CT Z? , z <br /> O- (., .. Id ` r ( '1\�. A i � t s. Oq <br /> �8 _ DOUBLE XX N <br /> ACTIVE gg ACTIVE j AOTIVE fq*gI' ACTIVE ;I ( ACTVE �. INACTIVE F-O O <br /> L 8 FIXED FI%EO ""--' �I FIXED I/ ;FIXED �, "� ; � �Z.�a ffi W <br /> OPAQ3-0 XUE FULL 6 8 ELEVATION E 6-0 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION 9-0 X 6 8 ELEVATION `%%" c�F. <br /> 77 ' v v g <br /> SINGLE(X)&(0) <br /> DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) �. cti�� Ott��� wie 1(20/2012 <br /> ��:' \ �O <br /> 7 scue:NONE <br /> _. <br /> SHEET INDEX <br /> SHEET# DESCRIPTION * -:.Tk'_ rnv4 ar:G.LUBBEO(E <br /> Efij j C K"r:S.SAFFELL <br /> ' 1 GENERAL-NOTES,B.O.M.ELEVATIONS&ANCHOR LOCATIONS <br /> 2 OUMVING INSWING BOX MULLING DETAILS DI Itall $I ned b Hermes F.Norero,P.E. ,.�,,,.y,.�y - <br /> 3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD Digitally g Y �Fm ^N>a 7 IF <br /> 4 OUTSWING VERT.AND HORIZ.SECTIONS IN MASONRY/CONCRETE uumxc ero.. <br /> 5 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD Reason:lamapprovingthisdocument 396�J 'BE#Cif `#338 JW032012FL <br /> 6 INSWING VERT.AND HORIZ.SECTIONS IN MASONRY CONCRETE Date-2O S.O .OJ 5:22}:33-O5`OO' Dd101R €)Asti,�% 04 <br /> 7 OUTSWING AND INSWING ANCHORING DETAILS FBPE CEI#`N'WAUIfT. 0.29578 ArffT 1 of 7 <br />