|
' 11
<br /> •
<br /> 'WINDOW,SYSTEMS-
<br /> "6'MAX.,(IYP.):_.-.._.._'• _ - --- - ;1T,MAX:O.C.'(TYP.)
<br /> "1900SW44THAVE.
<br /> VZMAX.('TYPJ - - OCALA;FLORIDA 34474,
<br /> SEENOTE2
<br /> 10 1/2} 1 a 810Q PVC.
<br /> tAAx.o:g: ; SINGLE';HUNG
<br /> mL IMPACT
<br /> lO' 'INSTALLATIONI
<br /> I 1 F rO-O .MW00,
<br /> I. Q F,Oz W 1
<br /> as
<br /> - Z '2 �O 0'.
<br /> - c01, ,U�F, ,• �_
<br /> ai
<br /> F I Q FZ20 LL,, 0w
<br /> MAXI O.C., ! , IL y Z w -Ocl,.,m
<br /> xx a
<br /> �• /1 a ,3: a 10 �-''S wa to
<br /> is�RE1", 4
<br /> '(TY ), NO"ANCHORS REQUIRED IN'SIIL- " �
<br /> ANCHORLAYOUT-(FLANGE)' b' "rz�
<br /> :NOTES: �•��S'S��NA i�
<br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION'LOCATION.:NO_'ANCHORSREQUIRED'IN'SILL..
<br /> 2 CO STR'REQL�PT A EAH GH DENSITY PLAST C OR'BETTER V100 SHIMS ARE N0 ALLOWED.•ABLE SHIM STACK'TO BE:1/4 USE SHIMS WHERE"SPACE GREATER THAN;1/76'.'IS PRESENT,;LOAD_BEARING;SHIMSSHALL BE
<br /> _.
<br /> ,3;ANCHOR;TYPE;SIZE,SPACINCrAND,EMBEDMENTSHALL BE At SPECIFIED IN THESE_DRAWINGS,SEE TABLE 1,SHEET6. 9122J201.7
<br /> 4:ALL:INSTAlLAT10N ANCHORS MUSTBE MADE QF.OR,PROTECTED.VVITH A CORROSION RESISTANT MATERIAL'OR COATING. DISSIMILAR:METALS OR MATERIALS"IN CONTACT WITH.PRESSURE TREATED.WOOD;;MUST LUC_AS•AJURNER;PIZ
<br /> BE PROTECTED'T.O PREVENT REACTION:,' FL.P,-#;58201
<br /> 1239.IABARA A_VE:
<br /> i5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE,WITH ANCHOR.MANUFACTURER'S INSTALLATION INSTRUCTIONS;AND ANCHORS SHALL NOT BE`U$ED IN SUBSTRATES NITH,STRENGTHS.LESS THAN:THE MINIMUMi NORTH;PORT FL 34288,
<br /> SPECIFIED:INTABLE 1,SHEET6.' PH.94180 1574
<br /> 6;ANCHOR EMBEDMENT TO:SUBSTRATE SHALL BE:BEYOND WALL DRESSING.OR.STUCCO.;FOR CONCRErE/CMU;OPENINGS;EMBEDMENT SHALL'BI-BEYOND_WOOD BUCKS,IF USED,•INTO SUBSTRATE: SHEET DescRFenDN:
<br /> INSTALLATIONS,TO,SOLID CONCRETE ORGROUT-FILLED,CMU,MAY INCLUDE BUT DO NOT REQUIRE,1X WOOD SUCKS.BETWEEN THE;P,RgDUCTQND;THE SUBSTRATE." ANCHOR�SCHEDUL'E AND,
<br /> INSTALLATIONS TO:HOLLOW CMU REQUIRETHE USE OF 1XBUCK1.S BETWEENTHE P_RODUOT AND SUBSTRATE NOTES,
<br /> DRAWN BY:, DATE:
<br /> 7:A MINIMUM'-CENTER:TO-CENTERSPACINO SHALL BE MAINTAINED BETWEEN ALL FOR,MASONRY,1"�F.OR WOOD,AND:METAL.�
<br /> _ BAT' 06116/12;
<br /> iei W00D OR MASONRY OPENINGS,BUCKS AND'BUCK FASTENERS'SHALL•BE PROPERLY DESIGNED BYTHE ARCHITECT OR-ENGINEER OF RECORD AND INSTALLED767RANSFER WIND LOADS TO'THE STRUCTURE Dwc p REV.:
<br /> SUBSTRATES,SHALL MEET_.THE MINIMUM STRENGTH REQUIREMENTS QS SHOWN IN TABLET;SHEET,fi;,CONCRETE AND MASONRY SUBSTRATES MAY,NOT BE CRACKED: --
<br /> CWS-812, G:
<br /> ,9:S FMLING-AN,OFLASHING
<br /> ASN IN NSTRATEGIES FOR OVERALL"INATER:RESISTANCE OF INSTALLATION SHALL"BE DONE BYOTHERS FOLLON/1NG'THE.CURRENT VERSION OFTHE REF.ERENCE.D"OCUMENTS: �A
<br /> DOWS),,FMA/AAMA200(FLANGEWLNDOWS);,FMAANDMA 250(BOX WINDOWS)„FMP/AAMAANDMA;300(EXTERIOR DOORS) SHEET
<br /> 1:15 5-.OF:6
<br />
|