HomeMy WebLinkAboutProduct Certification; 407 Vinyl Laminated Outswing DoorAAMA CERTIFICATION PROGRAM r
F G I: A An FGIA Product Certification Program
`,-sa, r�'rinEa AUTHORIZATION -FOR PRODUCT CERTIFICATION
Ekir Door and Metals Co.
1215 Pope Dr. ...
Douglas, GA 31533.
Attn: Randall Yarberry
This authorization- is based on. the successful, completion of tests, and the•reporting to the AAMA Validator of the results of the tests by an.
AAMA Accredited Laboratory. The product information below will be added -to the next update of the AAMA Certified Products Directory:.
This Certification will expire August 19, 2025 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Construction Consulting Laboratory
Report No.: CCL-20467
Date of Report: September 28, 2020
.Evaluated for Certification: January 28, 2021
oci led Laboratories, Inc.
Authorized for Certification: January 28, 2021
(ValldatorIOperations Administrator) ...:
ACP-04 (Rev. 2/20) Fen' - tion.and Glazing IndustryAlliance
� s
ELU[IR DOOR & METALS CO. a�
MODEL 407 -NON-EIVIPACT OUTSWING
O
VINYL LANMATED STEEL DOOR a
INSTALLATION ANCHORAGE DRAWING
[JRI'J I I;L!113-}
1. THE PRODUCTANCHORAGE SHOWN HEREIN 13 DESIGNED
5.IN AREAS WHERE WINDBORNE DEBRIS PROTECTION
TO COMPLY WITH THE CURREUr EDITION OF THE
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
FLORIDA BUILDING CODE (FSC) EXCLUDING HIGH.
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
PRESSURE(S) STATED HEREIN.
PRODUCTHEREIN.
Im THE PRODUCT DETAILS CONTAINED HEREIN ARE EASED
6: FRAME MATERIAL: ALUMINUM ALLOY /083TS
UPON SIGNED AND SEALED TEST REPORT
DOOR PANEL MATERIAU .OS MIL VINYL LAMINATED
CONSTRUCTION CONSULTING LABORATORY REPORTS
GALVANIZED STEELCIS• SIGN W1 URETHANE FOAM CORE
CCL411.167 AND ASSOCIATED LABORATORY STAMPED
DRAWINGS.
T. GUESS MEETS THE REQUIREMENTS OF ASTM EIM0.12AE1.
1b. TESTED TO ASTM E330.14.
2. ADEQUACY OF THE EXISTING STRUCTURAL2.X FRAMING
OR STEEL 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.
0. DESIGNATIONS 9C STAND FOR THE FOLLOWING:
X:OPERABLE PANEL
O: FIXED PANEL
9.HARDWARE
A HALF HINGES: (4) GN3.T8 EXTRUDED ALUMINUM
B. LATCH LOCK KEYED
C. DEAD BOLT: SINGLE CYLINDER
3.1XAND 2X BUCKS WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 10. SEE SHEETI FOR DESIGN PRESSURE CHART.
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF IT. IF WATER INFILTRATION REQUIREMENT EXISTS; UNIT MUST
RECORD. - BE INSTALLED BENEATH AN OVERHANG MEETING THE
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORA SPECIFIC SITE IF STIE 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,
CURRENT EDITION OF THE FLORIDA BUILDING CODE,
BUILDING AND RESIDENTIAL VOLUMES.
DEMON PRESSURE RATING (PSF)
IMPACT RATING
WHEREWATERINFILTRATION
REQUIREMENTIS NEEDED
WHEREWATERINFILTRATION
REQUIREMENTIS NOT NEEDED
NONE
SEE GENERAL NOTE 11
- 0150
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION. ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
--
HORIZONTAL CROSS SECTIONS
STALLATIONNOTES:
1. ONE (1) INSTALLATION ANCHOR 13 REQUIRED AT EACH
ANCHOR LOCATION.
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM SEZEOF IN INCH. SHIM WHERE SPACE OF 1116 INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
140A. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
'ANCHOR SCHEDULE' THIS SHEET.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE I O
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
V
STUCCO, FOAM, BRICK VENEER AND SIDING.
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
a
ACCORDANCE WITH ANCHOR MANUFACTURER'S
0
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BEMSED IN SUBSTRATES.WTTH STRENGTHS LESS
E'1 too)
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
IINCHORSCHEDULE'THISSHEET. -
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL
p*d a O
OR HAVE A CORROSION RESISTANT COATING.
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ANCHOR SCHEDULE.
DOORFRAME.
MANUFACTURER
EMBEDMENT®
ANCHOR CAPACITIES
SUBSTRATE
TYPE
TYPE
SIZE
DISTANCE
13ASEDON
SPECIFICATION(IN)w
SHEET
MIN. 3
METALISTEEL
THREADS.
TUBING 14 GA
FIN (Z-BAR)
PAN HEAD
NO.8
ASNE B18.6.4
PAST INSIDE
318"
MIN: 33 KSI YIELD
MN.
(TAPPING SCREW)
SURFACE OF
STRNEGTH
THICKNESS
SUBSTRATE
ANSI B18.6.1
2XW00D
(WOOD SCREW) :
WOOD WITH AMINIMUM
FRAMING
FIN (Z-BAR)
PAN HEAD
NO.8
OR
1'
10
SPECIFIC GRAVITY OF
ASME 818.6.4
0.42.
(TAPPING SCREW)
NOTES:
1) FOR WOOD OR TAPPING SCRI2WS IF SPUTim IS A CONCE;K MLL O.OS2' FILOT HDLE(DRLL SIZE45).
2) ®GE DISTANCEMEASURED FROM HTHER SIDEOF ANCHOR TO EDGEOF SUBSTRATE
Robert J. Ammm, P.I
FL P.E. No.49752
PRE
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Digitally signed by
Robert J Amoruso
Date: 2021.02.18
12:08:03 -05W
821/4' or *!E
MAX OA MAX E
FE DOOR
HEIGHT PANEL
HEIGHT
38 J' MAX, oA
FRAME WIDTH
38' MAX.
DOOR PANEL
8' MAX.
WIDTH O.C. (TYP.).
4' MAX. (1YP� •--�{ � � 4' MAX. (T1'P.)
B I
J -4 3' MAX (TYP.) J
F
4 X
X LOCK ASSEMBLY IS LOCATED APPROX. 8' MA
�
4 37' ABOVE BOTTOM OF DOOR LEAF O.C. (T
0 AND THE DEAD BOLT ASSEMBLY O
—7 -4 APPROX. 41' ABOVE BOTTOM OF DOOR X
LEAF. SEE STRIKE DETAILS THIS O
SHEET.
74"
ELEVATION
EXTERIOR VIEW
I. 1
#8 z 3/8' WOOD -
SCREW
I
1
1
ENTRY DOOR
STRIREDEMEL
WOonwnW suesMTK
FOUR HALF HINGES, 7
AND 21' FROM EACH
END OF THE DOOR
PANELSECURED
BY 08 X 3/4' SCREWS
(TYPJ
#STAPPING SCREW.
SCREW MUST BE OF
SUFFICIENT LENGTH TO
I PENETRATE(3)THREADS
I MINIMUM BEYOND STEEL
1 TUBE
ENTRY DOOR
STRM DETAIL
5mmTumosussmim
31�
t SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR V83W
ANCHORING NOTES: .
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 14.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED e'
MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS S. ANCHOR SPACINd VARIES, Bur NOT TO
EXCEED (' MAXIMUM O.C.
Milluo
RobwtJ. Amonm, P.E.
FL P.E. No. 49762
Digitally
signed by.
t. Robert J
s o� s • a•/f/W - Date:
�P� 40p10;10?C
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12:08:47
05,00'
1° MIN. EMBEDMENT'
WOOD SCREW ,-
NSTALLATION ANCHOR d
. 2X WOOD FRAME
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(BY OTHERS)
11Y MIN
THREE (3) THREAD
MIN. PENETRATION
#8TAPPING SCREW
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SEALANT TAPE TO BACK.
EDGE DIST.:
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SIDE OF MOUNTING FIN
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SEALANTTAPE TO BACK MOUNTING FIN
SIDE OF
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SEALANT TAPE, BACK
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FL P.E.No, 49762
SIDE OF MOUNTING FIN
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Date: 2021.02:18'
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114° MAX SHIM
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112' MIN, EDGE DIST,
1/2' MIN. EDGE DIST:
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SIDE OF.MOUNTING FIN.
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14 GA. MIN. SQUARE
31W MIN, EDGE DIST
STEEL TUBING (BY
OTHERS)
STEEL TUBING (BY
OTHERS)
3/8' MIN. EDGE DIST.
INTERIOR-
INTERIOR
N8 TAPPING SCREW:
#8. TAPPING SCREW
INSTALLATION ANCHOR
tt8 X 3/4" SM$ .
INSTALLATION ANCHOR
THREE(3)THREAD
THREE(3)THREAD
MIN. PENETRATION
MIN. PENETRATION
77\1
Robert J: Amaruso,:P.E:
SEALANT TAPE TO BACK EXTERIOR
EXTERIOR
FL P.E. No. 48752
SIDE OF MOUNTING FIN
SEALANT TAPE TO.SACK .
SIDE OF MOUNTING FIN
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HORIZONTAL SECTION
Digitally
G HORIZONTAL SECTION
srBBc ruBINOsuasTxArB .
sighed by
SUBSTRATE STEEL TUBINO
Robert lAmoiuso=
Date: 2021'.02.18 '
12 05'00'
:09:10 -