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<br /> a Andersen.
<br /> . tt,e0oc4•o00t1
<br /> 400 SERIES FRENCl'�V OOD GLIDING:PATIO DOOR
<br /> 1DDrauaTNaVeNaxn+
<br /> aAYPORT,MN 55003.1696
<br /> . ; PH:L651)264.515D M(6511264.5465
<br /> .INSTALLATION NOTES: - _ GENERALNOTES:
<br /> i.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR,- � � �1,.THE PRODUCT SHOWN HEREIN IS DESIGNED AND..: • . _ - .. - $
<br /> LOCATION SHOWN,UNLESS OTHERWISESTATED... - - •MANUFACTUREDTOCOMPLYWiTHTHE CURRENT FLORIDA
<br /> - BUILDING LODE(FBC),CURRENT INTERNATIONAL BUILDING
<br /> '2.TNE.NUMBER OFtNSTALLATJON ANCHORS DEPICTED IS THE - CODE ANDCURRENT INTERNATIONAL RESIDENTIAL CODE, _ '� a' ' gym P �
<br /> MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT. EXCLUDING HVHZ AND HAS BEEN EVALUATDACCORDINGTO" -• - aQ C+ Z
<br /> ..'INSTALLATION. .. THE FOLLOWING:.
<br /> -AAMA/WDM ,A,101/I.S.2/A440-05/08 Z .
<br /> 3.INSTALL INDIVIDUAL INSTA"TIONANCHONSWHUINA' A(GS
<br /> -
<br /> TOLERANCE OFt1J2 INCH OFTHEDEPICTEOLOCATIONINTHE 2., ADEQUACYOFTHE EXISTING STRUCTURAL
<br /> ANCHOR LAYOUT DETAIL(I.E;WITHOLITCONSIDERATION OF CONCRETE/MASONRY;2X AND METALSTUD FRAMING AS A
<br /> TOLERANCES;.,TOLERANCESAR£NOTCUMULATIVE FROM ONE. MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
<br /> INSTALLATION ANCHOR TO THE NEXT. WITHSTANDING AND TRANSFERRING APPLIED,PRODUCE _ 'TABLE OF CONTENTS .. -.
<br /> • .LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE.
<br /> a
<br /> 4.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF SHEEE. REVISION - SHEET,DESCRIPTION. ' REMARKS BY DATE
<br /> OR DIRECTLY INTO CONCRETE/MASONRY,USE 3116 ITW TAPCONS-- ' - INSTALLATION;
<br /> OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM .1 C GENERAL AND INSTALLATION NOTES 4TH FBC CODE CHANGI MS 3.22.12
<br /> a 'EMBEDMENT. 3. SX'AND V BUCKS(WHEN USED)SHALL BE DESIGNED AND ANC .2 A' .ELEVATION AND ANCHOR lAY0tlT5 TH FBC CODE CHANG SM .30.1
<br /> S.FOR INSTALLATION THROUGH 2X BUCK USE R10 SCREW OF STRUCTURE.
<br /> CTURE.BUCK DESIGN AND INSTALLATION IS THE .31 'A. ELEVATION AND ANCHOR LAYOUTS H FBC CODE CHANGI HIT B,9:17
<br /> SUFFCIENT LENGTH TO ACHIEVE 1 1121NCH MINIMUM RESPONSIBILITY OF.THE ENGINEER OR,ARCHITECT OF.RECORD-
<br /> EMBEDMENT INTO.WOOD SUBSTRATE. - FOR THE PROJECT OF INSTALLATION. _ _ 4 -A' VERTICAL SECTIONS
<br /> . 7 ANVS NOT&EAENtO=MWWM OR MR
<br /> 6.:F09 INSTALLATION THROUGH METAL STUD USE 410 4."THEINSTALLATIONDETAILSDESCRIBEDHEREINAREGENERIC - S' A HORIZONTAL SECTIONS - wmaurwurrzxmxscxloPeuna>raOnav4.wc
<br /> SELF-TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
<br /> 4uw4iNas ro rxN Dow4rtxr Au xm rt�Mmt o axD
<br /> - 6 A' - COMPONENTS&BILL OF MATERIALS -
<br /> 7 THREADS MINIMUM PENETRATION BEYOND METAL FRAME - SITE.IF SITE CONDITIONS CAUSE,INSTALLATION TO DEVIATE
<br /> SUBSTRATE FROM THE•REQUIREMENTS DETAILED HEREIN,AUCENSED` 7` A' COMPONENTS&GLAZING DETAIL Ogltaty si0ned,,p�yjgjgj9yypp Norem,P.E
<br /> - - .' ENGINEER,OR ARCHITECT SHALL PREPARE SITESPECIFIC Reason:I�iL1�ApovlDg hlS6tycpmient
<br /> I- OF 10]
<br /> 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL' ' �� � DOCUMENTS FOR USE WITH THIS DOCUMENT.., . � �8 '.A' '� SlDElITE MULLTABIE(ONE-WAY) Oate:�tY.tQs�5.Lt55�2 66 �
<br /> FINISHES,INCLUDING BUT NOT UMITEDTO STUCCO,FOAM, g A 'TRANSOM MULL TABLE(TWO-1NAY), ��� Q` •• ','� ram.
<br /> BRICK VENEER,AND SIDING. - S.,APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO .y /�� • 'PO
<br /> PROTECTTHIS PRODUCTdN AREAS REQUIRING IMPACT 10 A .. MULLION DETAILS
<br /> 8..INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE 'RESISTANCE.' 7 •-
<br /> g �*.
<br /> � MADE OF CORROSION RESISTANT MATERIAL OR HAVE A, ,
<br /> CORROSION RESISTANT COATING. 6.•DOOR FRAME MATERIAL:PONDEROSA'PINEOR EQUAL(MIN: _ .. �; 1• 'Y S -
<br /> `D .. .. SG a D.40). �. ." .. .. II P 'I.
<br /> l ••• 4 "•�•�W
<br /> 9.FOR HOLLOW BLOCK-AND GROUT FILLED BLOCK,DO NOT.
<br /> EDGE DISTANCIN STALL INSTALLATION
<br /> SnMEASURED FROM FREE EDGE OFLBLOCK OR j CHARTS.SEE SHEET 7F FOR GLAZING DET OF AIL E1300 GLASS,. .. i�ss/QN
<br /> EDGE OF MORTAR JOINT INTO FACE SNEIi_OF BLOCK. ; '• rHz>2N�.�MFi ��6`.`
<br /> DESIGNATIONS."X"AND 10"STAND FOR THE FOLLOWING. FIdtDA Ps Ne 7J77D
<br /> . 10.INSTALLATION'ANCHORS SHALL BE INSTALLED IN X: OPERABLE PANEL: - _ _ma cN6 � ,
<br /> ACCORDANCE WITHANCHOR MANUFACTURER'S O:.FIXED PANEL - '' '' _ DWA KAo4 n,33004
<br /> INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE. - tape Cm7.a ADMMU7M Nu 29578
<br /> 5 USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 9.CUSTOM SIZES AVAILABLE UPON REQUEST.CUSTOM DESIGN, . DESIGN PRESSURE RATING 'FL N:
<br /> •�•. MINIMUM STRENGTH SPECIFIED BY THE ANCHOR PRESSURE WILL BE'ASSIGNED EQUAL TO NEXT LARGER 1 d Q
<br /> MANUFACTURER. STANDARDSIZE. - - - MODEL:&CONFIGURATION : _DESIGN PRESSURE •MISSLE IMPACT RATING F L14,42✓
<br /> E .11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS - DATE:- '0&09.17
<br /> ' HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE : _ FWGBO611- OX 440.0 j-40.0 PSF NOT RATED DWG.BY: CHK.BV;
<br /> FOLLOWING PROPERTIES: _ _.. .- -. '.HR .HFN
<br /> A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.. .46160611 ,OXXO 125.0y-25;0 PSF' NOT RATED. �4,
<br /> - 'B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3090PSI. _ - SCALE;, NTS,
<br /> 'C..MASONRY-mENGTH'CONFORMNCETOASTMC-90.. .
<br /> GRADE N;TYPE 1(OR GREATER). .. .. .. d W68080, OX 440,0'/-,40.0 PSF. ..NOT RATED..
<br /> DwG.aa AWD117
<br /> D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM - - SHEET:
<br /> WALI.THICKNESS OF 33 MILS(20 GAUGE).. ; FWG16080 ' OXXO 43S.0 1-35.0 PSF NOT RATED
<br /> E. ALUMINUM-MINIMUM 6063-TS ALLOY,MINIMUM WALL. -
<br /> .. THICKNESS OFI/8 - - .. .. FWGSTAT' 0. .+40.0(�40.0PSF � - NOT RATED- -
<br /> • ALL SIZES. -
<br /> ' -
<br />
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