HomeMy WebLinkAboutATRIUM INSTALL- SGD 312 95X80 DP35 FINLESS-11646.1INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHORS ARE 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. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. FOR NAIL FIN: WOOD BUCK: USE #8 WOOD SCREWS THROUGH THE FIN
OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
6. FOR NAIL FIN: STEEL STUD: USE #8 TEK SCREWS THROUGH THE FIN OF
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS
PENETRATION BEYOND METAL FRAME SUBSTRATE.
7. FOR THRU FRAME: WOOD BUCK: USE #10 WOOD SCREWS THROUGH
THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
8. FOR THRU FRAME: CONCRETE/MASONRY: FOR INSTALLATION
THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO
CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF
SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT
9. FOR THRU FRAME: STEEL STUD: USE #10 TEK SCREWS THROUGH THE
FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3
THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE.
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
12. 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.
13. 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.
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.42.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY - CMU UNIT STRENGTH CONFORMS TO ASTM C-90,
WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT
CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE
STRENGTH OF 2000 PSI.
D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL
THICKNESS OF 33 MILS. (20 GUAGE)
ATRIUM CORPORATION
311/312/378 SLIDING GLASS DOOR
(NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC) AND THE CURRENT IRC/IBC,
EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING
TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/I.S.2/A440-05/08
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, STEEL STUD, AND 2X 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.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: WHITE OR BEIGE VINYL
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 2 FOR GLAZING DETAIL.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
C
INSTALLATION & GENERAL NOTES
2
C
ELEVATIONS
3
C
ANCHORLAYOUTS
4
C
VERTICAL SECTIONS
5
C
HORIZONTAL SECTIONS & GLAZING DETAL
DESIGN PRESSURE RATING
SIZE
DESIGN PRESSURE
CONFIGURATION
MISSILE IMPACT RATING
70.75" x 79.5"
+35.0 / -35.0 P5F
OX (FIN)
NOT RATED
94.75" X 79.5"
+35.0 / -35.0 PSF
74.75" X 95.5"
+30.0 / -30.0 P5F
72" X 82" *
+35.0 / -35.0 PSF
71.56" x 79.5"
+35.0 / -35.0 P5F
OX (FINLESS)
95.63" X 79.5"
+35.0 / -35.0 PSF
75.75" X 95.5"
+30.0 / -30.0 PSF
72" X 82" *
+35.0 / -35.0 P5F
*UNIT USES ALUMINUM REINFORCEMENTS, ALL OTHERS USE STEEL
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.01.17 00:26:33 -05'00'
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REQUIREMENT GLASS CHARTS.
2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY
GLAZING REQUIREMENTS OUTLINED IN THE CURRENT FBC.
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DISTANCE
I HORIZONTAL SECTION
�-5j STEEL STUD - JAMB
ALTERNATE FIN INSTALLATION (TYP.)
cS ��•
63 w
N m Z �n
¢ � * _ = v Z
� LL
� 0 V In
DWG #:
ATR023
SHEET: 5 OF 5