HomeMy WebLinkAboutProduct Approval Silvefflneo R,i I E [I-5: 1 E K,Ill I%
byAndersen MAY ; 229P =N ; zyo:
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WINDOWS • DOORS . .
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PERMITTING '�� }c P z o W o
53.25"MAX.O
St.. Lucie County, �L OVERALL FLANGE WIDTH
— 52.0"MAX.OVERALL FRAME WIDTH h o E m° o
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SERIES 70 MODEL 21271MPACTFL �o
EXTRUDED VINYL SINGLE HUNG WINDOW 8 K�W
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IMPACT'
LL GENERAL NOTES z
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code J = w
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ).
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base o o /o �'
material shall be beyond wall dressing or stucco. a a
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3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does N
not require an impact resistant covering. X
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4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies /
with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets =�
° missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Section 1609.1.2.2. i/ " rn
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5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck z z Ln
masonry construction.
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a w W
licensed engineer or registered architect.
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7. This product meets water infiltration requirements for"HVHT'. z
TABLE OF CONTENTS "
OVERALL OVERALL MAX: GLASS DESIGN PRESSURE(PSF.). ro _
SHEET# DESCRIPTION FLANGE FRAME DLO. Z13
1 Typical elevation,design pressures&general notes
o DIMENSION...,, :;DIMENSION-. ,} DIMENSION �PE POSIflVE NEGgTIVE:
_ . .: :. u1re: 9112113
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2 Horizontal&vertical cross sections N.T.S.
3 Horizontal&vertical cross sections 53.25"x 74.25" 52.0"x 73.0" 47.625"x 33.50"
GI +55.0 -60.0 oxc JK m
4 Buck and frame anchoring
exit.er LFS 3
S Bill of materials,glazing details&components
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FL-14911.23 0
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SHEET OF $
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4 NOTE: D `
1.LOCATE OPERATING SASH LOCKS 9.5" �y
FROM EACH END OF THE ACTIVE h z F'r O�d m
/ MEETING RAIL,FASTEN WITH(2)#8 x 3/4' %V"• Co Z ¢
SELF TAPPING SCREWS. B F �i� '•., y`�� j 3m
2.LOCATE SASH KEEPER 9.5"FROM EACH m ���ii * ``. z o m 6
END OF THE MEETING RAIL,FASTEN w +--�� ���N111�1�5 v N .;Z
1 Q WITH 12)#6 x 3/4"SCREWS.
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2 2 3 4 12 � � � z
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3 2 3 3 Q 3 aILI
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;ABOVE THE MEETING RAIL ABOVE THE MEETING RAILT 16 m
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° C INTERIOR C ❑ D d z
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LL ' ° 34 33 34 Gl 7 15 20 3
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zUEXTERIOR 9 D aDACE: 9 12 13 0 1 1 B v° "a ° a N.T.S. m
1-1/4"MIN. ° M.Sr: JK
d F BELOW THE MEETING RAIL BELOW THE MEETING RAIL F EMB.TYP. cxx.B'. LFS ;
1-1/4"MIN. ��VERTICAL CROSS SECTION DeM INc No.:
EMB.TYP. 1 HORIZONTAL CROSS SECTION
2 Shown W/2X buck 2 Shown w/2X buck FL-14911.23 0
SNEEf 2 of 5
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D ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL
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INTERIOR ••......• �4�" w>° m
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0�CD EXTERIOR G1 INTERIOR O 5-a
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EXTERIOR 9 22 c 11 NOTE 2 1017 NOTE 1 �+F
1-1/4"MIN. 14 co y ad
1-1/4"MIN. z v�
EMBTIP
EMB.TYP. D BELOW THE MEETING RAIL BELOW THE MEETING RAIL D . . 8 = a
1 HORIZONTAL CROSS SECTION Q o0
3 Shown w/I X buck 5 ? z o
NOTE: 12
a 1.LOCATE OPERATING SASH LOCKS 9.5" o
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FROM EACH(-ND OF THE ACTIVE a a
MEETING RAIL,FASTEN WITH(2(#8 x 3/4"
SELF TAPPING SCREWS. 4 18
2.LOCATE SASH KEEPER 9.5'FROM EACH
END OF THE MEETING RAIL,FASTEN
i WITH(2(#6 x 3/4'SCREWS. 16
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19 0 6 20 �� 3
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nsTE 9112113 Z
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3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION d
3 Optional masonry sill 3 Optional masonry sill 2 VERTICAL CROSS SECTION MW15F Ha: N
3 Shown w/1 X buck FL-14911.23 0
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SHEET
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6"MAX. P v z m Z
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2X BUCK p �d
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2X BUCK 1 X BUCK D °
2X BUCK TYP.
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MASONRY MASONRY x X
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BUCK ANCHORINGFRAME ANCHORING W En
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MASONRY
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CONCRETEANCHORNOTES., o c W
p 1.Concrete anchor locations of the comers maybe adjusted to maintain the min. ''o
edge distance to mortar joints. a N
a 2.Concrete anchor locations noted as"MAX.O.C.(TYP.)"must be adjusted to a
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a maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the"MAX.O.C.(TYP.)"dimensions are,not exceeded. ? Z,
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_ 3. Concrete anchor table: JWMAMN.
HOR .: .NCHOR MIN MIN.CLEARANCE MIN;CLEARANCETYPE $►ZE EINBEDMENTTO.MASONRY TO:ADJACENT00
EDGE ANCHOR.rZ °ITW 13TAPCON 1/4" 1.1/4" 2" 4" .S.
ELCO 1/4" 1.1/4" 1" 4" DWM Br. JK m
ULTRACON® atK EX: LFS 3
WOOD SCREW INSTALLATION NOTES: DRWW No.:
= 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-14911.23 m
wood screws to prevent the splitting of wood. N
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