HomeMy WebLinkAboutWINDOW PAPERWORKSILVER LINE BUILDING PRODUCTS
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
GENERALNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE GTH EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZAND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TM 202-9G
• ASTM E33002
• AAMA/WDMA/CSA101/1.5.2/A94008/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. IXAND
2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 5 FOR
FURTHER DETAILS OF BUCK INSTALLATION.
A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOf
A SPEOFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A UCENSED ENGINEER ORARCHITECT SHALL PREPARESITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZAREAS. IN HVHZ AREAS, ONETIME PRODUCT
APPROVALTO BE OBTAINED FROM MLAMI-DADS PER OR
AHI.
5.
S. WINDOW FRAME MATERIAL: PVC
T. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.
(NON -IMPACT)
MAXOVERALLSIZE
CONING.
DESIGN I
PRESSURE
MISSILE
IMPACT RATING
WIDTH
HEIGHT
52"
62.SO'
CIA
•62.8/-65 PSF
NONIMPACT
52-
73"
O/X
.SS/EUPSF
NON IMPACT
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
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TAOLEOFCONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES &GIANNG DETAIL
2
-
ELEVATION & ANCHOR IAYOUTS
3
-
VERTICALSECTIONS
A
-
HORIZONTALSECTIONS
5
HORIZONTAL& VERTICAL SECTIONS, INSTAUATION NOTES&
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
1/9" OR 3/32"
SETTING BLOCK
GLAZING DETAIL
A.I.G. GI/SS
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GATE: 17.11.17
R
AZING CONFIGURATIONS SHALL COMPLY WITH
Y GLAZING REQUIREMENTS OUTLINED IN
NT FBC AND ASTM E 13M GLASS LOAD
ANCE.
SCALE:
DWG. p:
I
MAX. O.A FRAME
WIDTH st"
�
Max. D.L.o..JIIIII W�69" I
A B
3 3
3" MAX.
FROM
CORNERS
MAX.
HEIGHT 33.50' C
MAX. CA FMME
HEIGHT 73'
MAX. D.L-O. X. 3" MAX.
HEIGHT33.50' FROM
CORNERS
ELL-SINGLEENUNGWINDOW NAIL FIN H ELEVATION ANCHORLAOOUT S
MAX. 6.2S' MAX.
I.C. FROM I�
CORNERS I
M
STENERS ABOVE
EETINGRAILIN
TERIOR IAMB
MUST BE FLATHEADS.
17.5I
6.25" MAX
FROM
CORNERS
ANCHORLAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
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SEE GLAZING
)ETAI0HEET1
INTERIOR
_ SEE GLAZING
DETAIL. SHEET 1
E GLAZING
TAIL, SHEET I
INTERIOR
SEEGWJNG
DETAIL. SHEET 1
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SECTION FOR
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INTERIOR
C HORIZONTAL SECTION
4 UPPERSASH
SEE GLAZING SEE GLAZING
INTERIOR
`DETAIL SHEET DETAIL SHEET I—\
p HORIZONTAL SECTION
4 LOWERSASH
SECTION MR
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,NCERS
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DATE: 12.11.17
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SCALE: NTS
DWG..: SWD010
SHEET:
MIN. SUBSTRATE
1/4°MAX
EDGE DISTANCE BYOTHERS
SHIM SPACE 3
INTERIOR
L
MIN.
EMBEDMENT
—r 1/4" MAX
SHIM SPACE
PERIMETER SEALANT
EXTERIOR IB INTERIOR
6 VEMIIC�EC TION
ISTRATF\\\\\\ - 1/4° MAX.
1THER3� SHIMSPACE
INTERIOR
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EXTERIOR
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
_ SCREW IN THE EXTERIOI
CHANNEL
MIN.
EMBEDMENT
6 HORIZONTAL SECTION
THROUGH FRAME (JAMBI
EXTERIOR
L 0.83
D.]]" 0.9°
JTERIOR
ALUMINUM
MIN. EDGE
DISTANCE
HORIZONTAL SECTION VERTICAL SECTION
6 NAIL FIN (JAMB) 6 MEET NG STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR 15 REQUIREDAT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OFANCHORS TO BE USED FOR PRODUCT
INSTALLATION OFTHE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±112INCH THE DEPICTED LOCATION &SPACING IN THE
ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OFTOMMNCES). TOLERANCES ARE NOTCUMULATNE FROM ONE
INSTALLATION ANCHORTO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH WAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE
319INCH. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC
OR BETTER.
S. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER. AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERMLOR HAVE A
CORROSION RESISTANT COATING.
T. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE
DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELLOF BLOCK
B. INSTALJATIONANCHOR55HALLBEINSTALLEDINACWRDANCEWITHANCHORMANUFACNRENSINSTALLATIONINSTRUCIIONS,
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BYTHE
ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORSABOVE THE MEETING RAILIN THE INTERIDRJAMBTRACK, USE FIAT HEADANMORS.
MIN. EMBEDMENT
SUBSTRATE
BY OTHERS
EXTERIOR M INTERIOR
HORIZONTAL SECTION
6 NA IFIN(HEAD)
REINFORCEMENT DETAILS
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L
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013
T 0.06°
0.45'
�� I
--�1 1�"' ME"
0.87°
LOCK MEETING RAIL
BOTTOM LIFT RAIL & SASH
ALUMINUM
ALUMINUM
ANCHOR SCkIED�
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FARMEAD
METAL
PERETRAIRO.ORCMD
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DATE: 12.11.17
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SCALE: NTS
DWG.R: SWDOIO
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