HomeMy WebLinkAboutSINGLE HUNG WINDOW PLANS -2GENERAL NOTES
SILVER LINE WINDOWS AND DOORS
V 1 SERIES170 SERIES
SINGLE -HUNG WINDOWS (290714907)
1. THE PRODUCTSHOWN HEREIN ISDESIGNEDAND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZAND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/I.S.2/A440-11 .
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A 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. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVALTO
BE OBTAINED FROM MIAMI-DADE RER OR AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEESHEET 4 FOR GLAZING DETAILS.
DESIGN PRESSURE TABLE ,
SIZE
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT RATING
40.0" X 68.0"
O/X
+35/-35 PSF
NON -IMPACT
44.0" X 60.0"
O/X
+35/-35 PSF
NON -IMPACT
48.0" X 84.0"
O/X
+20/-20 PSF
NOWIMPACT
80.0" X 84.0"
O/X-O/X
+15/-15 PSF
NON -IMPACT
64.0" X 68.0"
O/X-O/X
+35/-35 PSF
NON -IMPACT
80.0" X 82.0"
O/X-0/X
+20/-20 PSF
NON -IMPACT
90.0" X 74.0"
O/X-0/X
+15/-15 PSF
NON -IMPACT
71.5" X 60.0"
O/X-O/X
+35/-35 PSF
NOWIMPACT
107.0" X 62.0"
O/X-O/X-O/X
+35/-35 PSF
NON -IMPACT
107.0" X 74.0"
O/X-O/X-O/X
+20/-20 PSF
NON -IMPACT
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAILS
2
-
ELEVATIONS
3
-
ANCHOR LAYOUTS
4
-
VERTICAL SECTIONS
5
-
HORIZONTAL SECTIONS
6
-
ANCHOR DETAIL & SCHEDULE
43/64" O.A.
INSULATED GLASS
EXTERIOR INTERIOR
1/2" MIN. GLASS
BITE GLAZING DETAIL
GLAZING NOTE:
• GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS
CHARTS REQUIREMENT
STEELSPACER
SILICONE
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HORIZONTAL SECTION
5 OPERABLEJAMB
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EXTERIOR
MAX. FRAME WIDTH
HORIZONTAL SECTION
5
MULLION
NOTES:
1. REINFORCEMENT REQUIRED FOR:
48.0" X 84.0", O/X, DESIGN PRESSURE+20/-20
80.0" X 84.011, 0/X-OX, DESIGN PRESSURE+15/-15
2. REINFORCEMENT NOT REQUIRED FOR:
80.011 X 62.0", 0/X-OX, DESIGN PRESSURE+20/-20
WRHDUT WROTEN mNSENTOF BUILDING DROP; I-
ALTEMTIONS,ADDITIONS, HIGHLIGHTPIG, OR OENER
BRINGS TO THIS DOOJMENTARE NOT PERMOTED ANC
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EXTERIOR
SUBSTRATE BY OTHERS
MIN.
EMBEDMENT
INTERIOR
r 1/4" MAX. SHIM SPACE
1 MIN.
EDGE DISTANCE
ANCHOR DETAIL
6 NAIL FIN (SILL)
MIN. EDGE DISTANCE
MIN.
)� 1/4" MAX. SHIM SPACE EMBEDMENT
SUBSTRATE BY OTHERS SUBSTRATE
BY OTHERS
INTERIOR
MIN. j
EMBEDMENT 1/4" MAX.
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EXTERIOR INTERIOR '
EXTERIOR
MIN.
EDGE DISTANCE
ANCHOR DETAIL r ANCHOR DETAIL
6 NAIL FIN (JAMB) 6 NAIL FIN (HEAD)
t INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE
USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
_ 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE DEPICTED
_ LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM
ALLOWABLE SHIM STACKTO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. MINIMUM EMBEDMENT AND 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
MATERIAL OR HAVE A CORROSION RESISTANT COATING.
7. 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 SHELL OF BLOCK.
S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
- ANCHOR SCHEDULE ,
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
FROM
CORNERS
WOOD: MIN. SG=0.55
#8 WOOD SCREW
1.5"
0.76"
2"
NAIL FIN
METAL: 18 GAUGE
3 THREADS MIN
Steel, MIN. Fy = 33KSI
#B TEK SCREW
PENETRATION BEYOND
0.75"
2"
METAL
NOTE:
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER
SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C.
SPACING SPECIFIED IS NOT EXCEEDED.
2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK.
1/4" ITW TAPCON ANCHOR
4" FROM CORNERS
16" MAX. O.C. THEREAFTER
2X WOOD BUCK OF SUFFICIENT
DEPTH TO FULLY SUPPORT
WINDOW FRAME.
BY OTHERS
31/4" MIN. .. _
EN 11/2" MIN. EDGE
• DISTANCE
2" MIN. EDGE
DISTANCE•. CONCRETE MASONRY
BY OTHERS
BUCK INSTALLATION DETAIL
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DATE
6TH FBC EDITION
FM
10/17
095 E. DANIA REACH BLVD. 0 20IE
DANIA BEACH, FL 1100s
FRPE CERT. OF AlITH0102ATI0N Nu 295M
FL #:
FL14911
DATE: 09.21.17
DWG. BY: CHK. BY:
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SCALE: NTS
DWG. #: SW D020
6