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R14936
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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.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL {I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3/4 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
S. FOR INSTALLATION INTO METAL STUD USE #8 PAN HEAD SCREWS
THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A
MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME
SUBSTRATE.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
8. 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.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES:
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55.
B. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18
GA. WALL THICKNESS.
YKK AP RESIDENTIAL
Style View Single Hung Window
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
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/A440-05
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING AND METAL STUD
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. 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.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
8. GLAZING MEETS ASTM E1300 REQUIREMENTS, SEE SHEET 3 FOR
GLAZING DETAILS.
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
INSTALLATION & GENERAL NOTES
2 ELEVATION & ANCHOR SCHEDULE
3 VERTICAL SECTION & GLAZING DETAIL
4 HORIZONTAL SECTION
CONFIGURATION DESIGN PRESSURE MAXIMUM SIZE
0/X +50 / -50 PSF 47.5" X 71.5"
MISSILE IMPACT
RATING
NON-IMPACT
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METHOD SUBSTRATE ANCHOR MIN. EMBEDMENT
MIN. S.G. = 0.55 WOOD #8 WOOD SCREW 1.5"
NAIL FIN 18 GAUGE STEEL, MIN #8 PAN HEAD 3 THREADS
fy = 33 ksi SCREW PENETRATION
BEYOND METAL
MIN. EDGE
DISTANCE
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0.75"
YKK aR D.uality
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