HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOIR DOORSComments
Archived
Product Manufacturer
Elixir Door and Metal Company
Address/Phone/Email
1215 Pope Drive
Douglas, GA 31533
(912)493-2215
ryarberry@elixirdmc.com
Authorized Signature
Randall Yarberry
ryarberry@elixirdmc.com
Technical Representative
PTC Product Design Group
Address/Phone/Email
PO Box 520775
Longwood, FL 32752
(321) 690-1788
info@ptc-corp.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard
ASTM E330
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
r Date Submitted 08/26/2015
Date Validated 09/01/2015
Date Pending FBC Approval
Year
2002
http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%2... 9/18/2017
Florida Building Code Onlirn�--1 Page 2 of 5
Date Approved 09/07/2015
Summary of Products
Go to Page Page 1 / 2
FL # Model, Number or Name Description
17996.1 Series 202-20S Steel Door Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 202-20S Vertical Slider ASTM
Approved for use outside HVHZ: Yes E.33.Q...pI.11s5.;,pcJf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +30/-30 12/03/2018
Other: Installation Instructions
FL17996 RO II ELIX0034 Rev A Series 202-20S SS.odf
E
COPY,
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1642 Rev3 415-0705 ss.odCreated by Independent Third Party: Yes
17996.2
Series 230 W9 Steel Door
Series 230 W9 Steel O.S. Door w/ Cottage Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL.1.7996 RO C CAC EXR 230 W9 Cottage ASTM E330
plusS.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/2018
Other:
Installation Instructions
FL17996 RO II ELIX0033 Rev A Series 230 W9 SS.odF
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1642 Rev3 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.3 Series 402-14 Vinyl Steel Out -Swinging Regular Door - 14"x14" Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC _EXR.,4Q2,- 4.E33.t7,p1t155.:.ptif
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/14/2020
Design Pressure: +40/-40 Installation Instructions
Other: FL17996 RO II ELIX0050 REV -A OS MODEL 402-14 ss pdF
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1951 Revia 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.4 Series 402-20S Vinyl Steel Out -swinging Regular Door - 20" slider window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 402-20S E330 pluSS.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/14/2020
Design Pressure: +40/-45 Installation Instructions
Other: FL17996 RO II ELIX0051 REV -A OS MODEL. 402-
20S ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1951 Revia 415-0705 ss.pdf
Created by Independent Third Party: Yes
Series 407
Vinyl Steel Out -swinging Regular Door - Blank (no window)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FI-17996 RO C CAC EXR 407 E330 plus5.1)df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RO II ELIX0052 REV -A OS MODEL �. _ss.Rdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party:. Yes
Evaluation Reports
FL17996 RO AE PER 1951 Revla 415-0705 ss.�df
Created by Independent Third Party: Yes
17996.6
Series 430 W9
Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8"
x 3'0")
http://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDquTIuhTgK2%2... 9/ 18/2017
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GENERAL NOTES: =
INSTALLATION NOTES; - -
1. THE PRODUCT ANCHORAGE SHOWN. HEREIN: IS:DESIGNED
5. IN AREAS WHERE WINDBORNE DEBRIS PROTECTION
L ONE (I) INSTALLATION ANCHOR IS. REQUIRED AT EACH
5: MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
TO COMPLY WITH THE CURRENT:EDITION OF THE
REQUIREMENTS. EXIST, USE OF AN IMPACT PROTECTIVE
ANCHOR LOCATION.
WALL FINISHES;'. INCLUDING BUT NOT LIMITED TO
.FLORIDA ,BUILDING :CODE(FBC) EXCLUDING.HIGH.
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
§TUCCO,FbAM,-BRICK VENEER AND SIDING.
VELOCITY HURRICANE ZONE AND THE DESIGN'
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
PRESSURE(S) STATED HEREIN. _
PRODUCT HEREIN.
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN:
�ZI IVi
la..THEPRODUCT
-
SPACINGS TO BE USED FOR PRODUCTINSTALLATION.
ACCORDANCEWITH'ANCHOR MANUFACTURER'S. =�'
co
DETAILS CONTAINED HEREIN. ARE BASED
6. FRAME MATERIAL: ALUMINUM ALLOY 6063 T6
-
INSTALLATION INSTRUCTIONS AND ANCHORS.SHALL
co
til.O�C
i c
UPON SIGNED AND SEALED TEST REPORT DALLAS
DOOR PANEL MATERIAL: .09 MIL VINYL LAMINATED
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
NOT BEMUSED IN SUBSTRATES WITH STRENGTHS. LESS
W
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LABORATORIES, INC. #44278 AND ASSOCIATED
GALVANIZED STEEL1015" SKIN W/ URETHANE FOAM CORE.
'WITH LOAD'13EARING SHIM(S). MAXIMUM ALLOWABLE
THAN THE MINIMUM STRENGTH SPECIFIED INTHE
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Co.
,2
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LABORATORY STAMPED DF2AWINGS: _
'X'
SHIM SIZE OF 114 INCH. SHIM WHERE SPACE OF 1/16-INCH
"ANCHOR SCHEDULE' THIS SHEET.
+9
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7. DESIGNATIONS STAND FOR THE FOLLOWING:
OR GREATER OCCURS. SHIM(S) SHALL. BE CONSTRUCTED
,C] p
Q.
2. ADEQUACY OF THE EXISTING STRUCTURAL 2XFRAMING•
X: OPERABLE PANEL
OF HIGH DENSITY PLASTIC OR BETTER -
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
a
_
d
OR STEEL. FRAMING AS MAIN WIND FORCE RESISTING
O: FIXED PANEL
-
MUST BE MADE OF CORROSION RESISTANT MATERIAL
,a w.,
a
W �!
.. SYSTEM CAPABLE OF WITHSTANDING AND
4. ANCHORS. FOR INSTALLATION INTO WOOD FRAMING OR
OR HAVE A CORROSION RESISTANT COATING.
p V,
:Z Ld
TRANSFERRING APPLIED PRODUCT LOADS TO THE -
8. HARDWARE:
14GX MINIMUM STEEL FRAMING SHALL BE AS:SHOWN-IN,
-
y•
P. -
O Z
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
A. HALF HINGES: (4)-6063-T6 EXTRUDED ALUMINUM.
"ANCHOR SCHWULE' THIS SHEET.
-
Z— C
OR ARCHITECT OF RECORD. - B.. LATCH LOCK: KEYED
C. DEAD BOLT: SINGLE( CYLINDER
3. 1X AND 2X BUCKS(WHEN;USED) SHALL BE DESIGNED AND -
ANCHORED TO. PROPERLY TRANSFER ALL LOADS TO.THE 9. SEE SHEETI FOR DESIGN: PRESSURE CHART
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE -
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD:. - - -
.4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE.
- _ GENERIC 'AND MAY NOT REFLECT. ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE. CONOITIONS'CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS' = .
-DETAILED HEREIN, A LICENSED ENGINEER,OR ARCHITECT
SHALL PREPARE SI TE SPECIFIC DOCUMENTS:FOR USE -
WITH THIS DOCUMENT. ,
DESIGN PRESSURE RATING (P.SF).
. .IMPACT RATING
WHERE WATER INFILTRATION
WHERE WATER INFILTRATION
RE661REMENTIS:NEEDED
REQUIREMENT' IS NOT. NEEDED
NONE-'
_+40.01-45.0.
"'UNff MUST BE INSTALLED BENEATH AN APPROVED:OVERHANG
TABLE OF CONTENT
SHEET'
DESCRIPTION
1
GENERAL AND. INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS. •
4
HORIZONTAL CROSS SECTIONS
ANCHORSCHEDULE -
'DOORFRAME
MANUFACTURER
'EMBEDMENT
EDGE
ANCHORCAPACITIES
SUBSTRATE
TYPE
TYPE.
SIZE
AND/OR'
( tiI
DISTANCE..
BASED ON
-SPECIFlCATION
(IM (11(2
SHEET
MIN.3
METALSTEEL
THREADS
TUBING 14 GA,:
FIN (Z-BAR)
PAN HEAD
NO,B,
ASIVE 1§1.6.6.4
PASTINSIDE
.318"
MIN.,33 KSI YIELD
CNN
(TAPPING SCREW)
SURFACE OF
STRNEGTH
THICKNESS
SUBSTRATE
ANSI B18.6:1
2X WOOD
(WOOD SCREW)
HOOD WITH AMINIMUM
FRAMING
FIN (Z-BAR)
PAN HEAD
NO.8
OR
1"
1/2"
SPECIFIC GRAVITY OF
ASWE B18.6.4
0.42..
(TAPPING SCREW).
. _.:..:
_. ... .... ...._ _....
NOTES.
1) FOR WOOD OR TA PFING SCREWS IF SPLITTING IS A CONCERN, DRILL 0.082" PILOT ROLE(DRILLSIZE 45).
2)-®GE DISTA NCE MEA SURED FROM EITHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE -
J
35 11/16" MAX. O.A.
FRAME WIDTH
34 3/4' MAX.
DOOR PANEL
WIDTH
B D
3' MAX. (TYP.)
3 3
H IT-
4" MAX. (TYP.) J
—
I
X
G
LOCK ASSEMBLY (REGULAR DRIVE-IN)—""",',
79 3/4"
78 3/4"
4
4
IS LOCATED APPROX. 38" ABOVE
MAX. O.A.
MAX.
E
O
E
BOTTOM OF DOOR LEAF AND THE DEAD
FRAME
DOOR
q
.q
BOLT ASSEMBLY APPROX. 42"ABOVE
HEIGHT
PANEL
OT
BOTTOM OF DOOR LEAF. SEE STRIKE
HEIGHT
T
DETAILS THIS SHEET
42'
34" �'
38'
(TYP.)
1
4"MAX.
ELEVATION
EXTERIOR VIEW
I
I
1 #8 x 2 1/2" WOOD
#8 x 112" I SCREW
SCREWS
ENTRY DOOR
STRIKE DETAIL
WOOD FRAMF.SUBSTR.ATE
HALF HINGES W/
#8 X 3/4" SCREWS
(TYP-)
I I
#8 TAPPING SCREW.
i SCREW MUST BE OF
SUFFICIENT LENGTH TO
PENETRATE(3)THREADS
MINIMUM BEYOND STEEL
TUBE.
i
ENTRY DOOR
STRIKE DETAIL
STEEL TOBIN(;SUBSTRATE
10" MAX.
P3-MAX.(TYP.)
C. (TYP.)
10" MAX.
O.C. (TYP.)
X
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
10" MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 7. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 10" MAXIMUM O.C.
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Robert J. Amoruso, P.E.
FL P.E. No.49752
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Date:2015.08.05
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1" MIN. EMBEDMENT
2X WOOD FRAME
(BY OTHERS)
SEALANT TAPE TO BACK --
SIDE OF MOUNTING FIN
EXTERIOR
#8 WOOD SCREW
INSTALLATION ANCHOR
112" MIN.
EDGE DIST.
1/4 MAX SHIM
INTERIOR
� VERTICAL SECTION
y WOOD FRAME SUBSTRATE
EXTERIOR INTERIOR
1/4" MAX SHIM
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
1/2" MIN.
2X WOOD FRAME
EDGE DIST.
(BY OTHERS)
1" MIN. EMBEDMENT--�
#8 WOOD SCREW
INSTALLATION ANCHOR
VERTICAL SECTION
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WOOD FRAME SUBSTRATE
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THREE(3)THREAD no Z
MIN. PENETRATION I F
#8 TAPPING SCREW
INSTALLATION ANCHOR € s
SEALANT TAPE TO BACK 318. MIN. o $
SIDE OF MOUNTING FIN EDGE DIST. a
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14 GA. MIN: SQUARE
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14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
Robert J. Amoruso, P.E.
FL P.E. No. 49752
3/8" MIN.
" Digitally signed
SEALANT TAPE TO BACK
EDGE DIST_
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SIDE OF MOUNTING FIN
Amoruso
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#8 TAPPING SCREW
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INSTALLATION ANCHOR INTERIOR INTERIOR INSTALLATION ANCHOR'
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STEEL TUBING (BY STEEL TUBING BY W.
OTHERS) OTHERS) � 3/8".MIN. EDGE DIST.
#8 TAPPING SCREW INTERIOR INTERIOR
INSTALLATION ANCHOR #8 X 3/4 SMS #8 TAPPING SCREW
INSTALLATION ANCHOR
i .FniHF...NF .....
THREE (3) THREAD
THREE(3)THREAD
MIN. PENETRATION
MIN. PENETRATION
Robert J. Amoruso, P.E.
SEALANT TAPE TO BACK EXTERIOR EXTERIOR FL P.E. No. 49752
SIDE OF MOUNTING FIN
SEALANT TAPE TO BACK ti'iu��eyo,
SIDE OF MOUNTING FIN
y �9C�3lA4E Df : G:
(r I HORIZONTAL SECTION �u�HORIZONTAL SECTION DlgitallysFgnedbyRobertJ.
ING SUBSTRATE b
STEEL TUBING SUBSTRATE Amoruso
DN: cn=RobertJ: Amoruso o; `*-�-:
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email=iobert@ptc-corp.com, r--US
Date: 2015'.08.05 09:50:29'-04'00'