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6°MAX;O:C..(TYP)
<br /> 121W MAR'O.C._(IYP.)
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<br /> 3EE NOTE 2 E 2 WINDOW SYSTEMS,
<br /> 6"MAX•(TYP.) 4°MAX.(TYP.): ? - .. . .. _ -
<br /> _ _ 8°MAX.O:C:(IYP.}_ 1900 SW 44TH AVE.
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<br /> ;8400IWO
<br /> 'MAX.O.C; CASEiMENT
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<br /> IMPACT
<br /> .MAX:O.C.
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<br /> THRU FRAME ANCHOR _ 6"=THRU FRAME ANCHOR
<br /> i HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB'(TYP.) ,pPt11 n1+y�
<br /> ANCHOR LAYOUT=(FLANGE) ANCHOR LAYOUT=-(FLANGE)^ - ```,PNORE(y,�i��'
<br /> TORUNITSUPTo3TX72•' FOR.UNITS.URT037"x637' ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) . @ G
<br /> a FOR UNITS UPT037'x 72' FOR UNITS UP TO 37'x 63" VP�•�\C E SF""'Qti
<br /> 'No 5B201 =
<br /> ��:. STATE.OF :mow
<br /> NOTES: fit to
<br /> ��..
<br /> I
<br /> 1.INSTALL ONE ANCHOR AT.EACH INSTALLATION LOCATION.`SILL ANCHOR'SPACING�SAME AS HEAD:. .
<br /> Q.SHIM,'AS'REQ AT,EACH INSTALLATION ANCHOR USING'LOAD BEARING,SHIMS:,MAX ALLOWABLE SHIM STACK T.O:BE'1/4": USE SHIMS:WHERE SPACE;GREATER THAN,V16",IS,PRESENT:LOAD BEARING,SHIMS SHAIL`BE
<br /> CONSTRUCTED OFHIGH DENSITY PLASTIC OR BETTER:WOOD SHIMS ARE NOT ALLOWED,,
<br /> 3;ANCHOR TYPE,'SIZE SPACING'AND EMBEDMENT SHALL BE AS SPECIF!ED;INTHESE DRAWINGS,SEE TABLE;1',.SHEET:6[. 9/22/20 1
<br /> 4:,ALL INSTALLATION ANCHORS MUST.BE MADE OF,OR PROTECTED WITH A OORROSION.REMSTANT MATERIAL OR:COATING. DISSIMILAR METALS'OR MATERIALS;IN`CONTACT WITH PRESSURE TREATED.WOOD'MUSF LUCAS A.TURNER,P.E.
<br /> BE PROTECTEDTO PREVENT REACTION. 'FLPE#58201'
<br /> 5,INSTALLATION ANCHORS SHALL!BE.INA000RDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION,INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH-STRENGTHS LESS-THAN THE MINIMUM 1239 J ORT, L 342
<br /> SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,-1 74288
<br /> PH..941�80-1574.
<br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE'BEYOND WALL DRESSING OR STUCCO:FOR;CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE.BEYOND WOOD BUCI(S.:0 USED,INTO SUBSTRATE. SHEEPDESCRIPTIDN:•
<br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT.DO NOT,REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE'SUBSTRAT,E., ANCHOR SCHEDULE-&
<br /> INSTALLATIONS TO HOLLOW CMU,REQUIRE THE USE OF'1X BUCKS'BETWEEN THE PRODUCTAND'SUSSTRATE: NOTES
<br /> 7.A MINIMUM CENTER TO-CENTER SPACING.SHALL BE-MAINTAINED.BETWEEN:ALL FASTENERS:3"FOR MASONRY„1"FOR WOOD AND.METAL'. DRAWN SYq DnTE;
<br /> j:8i WOOD OR MASONRY;OPENINGS;'BUCKS'AND,BUCK FASTENERSSHALL SE PROPERLY DESIGNED BY•THE`'ARCHITEOT OR,ENGINEER;OF RECORD'AND INSTALLED'TO TRANSFER WIND'LOADS'TO THE STRUCTURE. ADE I i05/05/07
<br /> SUBSTRATES SHALL MEET THE'.MINIMUM STRENGTH REQUIREMENTS:AS SHOWN'IN,TASLE1,,iSHEET.6i CONCRETE-AND',MASONRY SUBSTRATES,MAY NOT BE CRACKED Dwca: 1R v.:
<br /> CWS,-16,1 D
<br /> ,9.SEALING'AND FLASHING'STRATEGIES FOR OVERALL WATER RESISTANCE OFINSTALLATION'SHAL'L BE DONE BY,OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scAl.e
<br /> FMA/AAMA 100(FIN WINDOWS),_FMA/AAMA 20O(FLANGE WINDOWS);FMA/WDMA 250(BOX WINDOWS);-FMA/AAMAANDMA 300(EXTERIOR DOORS) 'SHEET
<br /> 1:20
<br />
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