HomeMy WebLinkAboutProducts Review; Euro Vista Slide Door (Impact)L.6u,'�4
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GENERAL NOTES:
L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING
HVHZ AND HAS BEEN EVALUATED ACCORDING TOTHE POLOIN�IT-
TAS 201.94
TAS 202-94
• TAS 203.94
2. ADEQUACY OF THE EXJSTING STRUCTURAL CONCRETE/MASONRY, 2X
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. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED
TO PROPERLYTRANSFERALL LOADS TO THE STRUCTURE SUCKDE.SIGN
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.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECT
THIS PRODUCT
6. DOOR FRAME MATERIAL' DRRUDEOALUMJNUM(6063-TS).
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE
SHEET I FOR GLAZING DETAILS.
B. APPROVED CONFIGURATIONS:
2 PANEL -OK, X0, XX
3 PANEL -00X, XOO, XOX, XXO, OXX, XXX
4 PANEL -OXXO,OXXX,XXXO, OXKP, PXXO, PXXP, XXOO, XOOX, OOXX,
XKXX
5 PANEL -0)=P, PXXXO, XX000, OOOXX, IW W4 OMM X)MO
6 PANEL- OX1W(O, O=OIP, =0004, XXKOOO, ODOM
00)0(000, X0000X, XX mo, OX ODO(, XXX m
7 PANEL- X)I0000(, OX700W4 XXKKKKO, OXXXXXO
SPANEL-OXJW00(O, 0=000(K MDDDD(O,XO000OOC
POCKET PANELS CAN BE ADDED TO ALL CONFIGURATIONS AND ARE
LIMITED AS FOLLOWS: +/ASS PSF FOR UP TO 50 SQUARE FEET AND *40
PSF UP TO 70 SQUARE FEET.
Euro-Wall Systems, LLC
EURO VISTA SLIDE DOOR
(IMPACT) (HVHZ)
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES &GLAZING DETAILS
2
-
ELEVATIONS & PRESSURE TABLE
3
-
ANCHORLAYOUT
4
-
ELEVATIONS & PRESSURE TABLE
S
-
ANCHORLAYOUT
6
-
VERTICALSECTIONS
7
-
HORIZONTAL SECTIONS
8
-
HORIZONTAL SECTIONS
9
-
INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE
9AS-OA MONOIU.R�¢cam
1f/POAIGGLASS � r
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MAW GLASS BITE 221W GLASS
DOW 996 y
GLAZING DETAIL 1 GLAZING DETAIL 2
NOTE:
�177ALL GUVJNG CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT
FBC AND ASTM E 13W GLASS CHART REQUIREMENTS.
2. SETTING BLOCK SHOULD BE 70-SD DUROMETER AS
PER CH 24 OF THE CURRENT FED.
3. GLASS LTTES THAT EXCEED 39' IN WIDTH SHALL USE _
SETTING BLOCKS AT} SPAN FROM CORNERS.
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STAGGERED ANCHOR
PLACEMENT
MIN. EDGE. MIN. EDGE.
DISTANCE DISTANCE
BY OTHERS
MIN. EMBEDMENT
IMETER SEALANT 1/4" SHIM
BY OTHERS SPACE
EXTERIOR INTERIOR
A ANCHOR DETAIL
9 THROUGH FRAME (HEAD&SILL)
MIN. EDGE. STAGGERED ANCHOR
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INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN UNLESS SPECIFIED IN THE ANCHOR SCHEDULE. TWO (2)
INSTALLATION ANCHORS ATTHE JAMBS
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH 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 STACK TO BE I/41NCH. SHIM
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(5) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY BE USED (OFMONALAS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE
REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOSTSUBSTRATE.) SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION.
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 ACORROSION RESISTANT
COATING.
S. 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.
9. 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 BYTHE ANCHOR MANUFACTURER.
10. SILL SHALL BE SET IN A BED OF STRUCTURAL SILICONE.
INTERIOR
r ANCHOR
MIN. EDGE.
DISTANCE
MIN. EMBEDMENT
EXTERIOR
p ANCHOR DETAIL
9 HOOKSTRIP
ANCHORSCHEOULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG = 0.55
#12 WOOD SCREW
1.5'
b.75'
METAL: IB GAUGE
3THREADS MIN
SteeI.MW.Fy=33KSI
114•TEKSCREW
PENETRATION BEYOND
0.50•
METAL
THROUGH FRAME
CONCRETE:
fc=3000PS1
114• ITW TAPCON
1.76'
25'
MASONRY: CMU Pet
ASTM C30
I /4'ITW TAPCON
1.75'
3'
i I
MIN: 2000 PSI
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