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Product Approval Menu>Product or Aooiication Search>Application List>Application Detail
FL# FL17996
Application Type New
Code Version 2014
Application Status Approved
I *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Elixir Door and Metal Company
Address/Phone/Email 1215 Pope Drive
Douglas,GA 31533
(912)493-2215
ryarberry@elixirdmc.com
1 Authorized Signature Randall Yarberry
ryarberry@elixirdmc.com
I
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 Year
ASTM E330 2002
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/26/2015
Date Validated 09/01/2015
Date Pending FBC Approval
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%2... 1/26/2017
Florida Building Code Online Page 2 of 5
Date Approved 09/07/2015 ..,,
i
Summary of Products
Go to Page Pagel/2
FL# Model, Number or Name Description
17996.1 Series 202 205 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 E330 olus5.pdf
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.Ddf
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
17996.2 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 FL17996 RO C CAC EXR 230 W9 Cottage ASTM E330
Approved for use outside HVHZ: Yes DIus5.1)df
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.Ddf
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.Ddf
Created by Independent Third Party:Yes
17996.3 Series 402-14 Vinyl Steel Out-Swinging Regular Door- 14"xl4"Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 402-14 E330 DI us5.1)df
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
j 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.pdf
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 DIus5.Ddf
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.pdf
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.pdf
Created by Independent Third Party:Yes
17996.5 Series 407 Vinyl Steel Out-swinging Regular Door-Blank(no window)
• Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 407 E330 P lus5.Ddf
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 407 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 Rev la 415-0705 ss.Ddf
Created by Independent Third Party: Yes
17996.E Series 430 W9 Vinyl Steel Out-swinging Regular Door-9-Lite Window(1'8"
x 3'0")
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQWtDquTIuhTgK2%2... 1/26/2017
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ELIXIR DOOR & METAL CO.
n a
MODEL 402-14 NON—IMPACT OUTSWING 0
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VINYL LAMINATED STEEL DOOR p
INSTALLATION ANCHORAGE DRAWING w
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GENERAL.NOTES: INSTALLATION NOTES: O
04
1.THE PROpU,C�T�NCHORAGE SHOWN HEREIN IS DESIGNED S.IN AREAS WHERE WINDBORNE DEBRIS PROTECTION I.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE U �
d
TO CO PC
CURRENT EDITION OF THE REQUIREMENTS EXIST,USE OF AN IMPACT PROTECTIVE ANCHOR LOCATION. WALL FINISHES,INCLUDING BUT NOT LIMITED TO o) O O
FLORIDA BUILDING CODE(FBC)EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR STUCCO,FOAM,BRICK VENEER AND SIDING. C7 N d X
VELOCITY HURRICANE ZONE AND THE DESIGN WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE 2.THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN I-�
PRESSURE(S)STATED HEREIN. PRODUCT HEREIN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6.INSTALLATION ANCHORS SHALL BE INSTALLED IN � 13 u O w
SPACINGS TO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR MANUFACTURER'S e) F-O O o
la.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6.FRAME MATERIAL:ALUMINUM ALLOY 6063-T6 INSTALLATION INSTRUCTIONS AND ANCHORS SHALL p o Z
UPON SIGNED AND SEALED TEST REPORT DALLAS DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS W
LABORATORIES,INC.#44276 AND ASSOCIATED GALVANIZED STEEL.015'SKIN W/URETHANE FOAM CORE. WITH LOAD BEARING SHIM(S). MAXIMUM.ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE W coUJ ZO W
LABORATORY STAMPED DRAWINGS. SHIM SIZE OF 114 INCH.SHIM WHERE SPACE OF 1116 INCH 'ANCHOR SCHEDULE'THIS SHEET. a <LLI 1-
7.GLASS MEETS THE REQUIREMENTS OF ASTM OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED q ::E lc�Q m Z
2.ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING E1300-04e(01)GLASS CHARTS. OF HIGH DENSITY PLASTIC OR BETTER. 7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING MUST BE MADE OF CORROSION RESISTANT MATERIAL pW,W Z W t~/7
SYSTEM CAPABLE OF WITHSTANDING AND 8.DESIGNATIONS"X'STAND FOR THE FOLLOWING: 4•ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. O O�Z
TRANSFERRING APPLIED PRODUCT LOADS TO THE X:OPERABLE PANEL 14GA.MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN p+ Z Qzo
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FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER O:FIXED PANEL 'ANCHOR SCHEDULE'THIS-SHEET. O rn d d Z �q
OR ARCHITECT OF RECORD. N C7 I ¢ B
9.HARDWARE: y
.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND A. HALF HINGES:(4)6063-T6 EXTRUDED ALUMINUM _ ^O ~ O l a
3 6-LL g
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE B. LATCH LOCK:KEYED Q O a Y Lj
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE C. DEAD BOLT:SINGLE CYLINDER
Ld
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF q O> lks ag
RECORD. 10.SEE SHEETI FOR DESIGN PRESSURE CHART. O
4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE o °"a
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS ~
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FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE rI-� Fe
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS W o
F
DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
ANCHOR SCHEDULE
DESIGN PRESSURE RATING(PSF) IMPACT RATING MANUFACTURER EDGE
DOORFRAME EMBEDMENT ANCHOR CAPACITIES
SUBSTRATE ,�E TYPE SIZE AND/OR (1) DISTANCE
WHERE WATER INFILTRATION WHERE WATER INFILTRATION SPECIFICATION (IN) (r)I� BASED ON
REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE (IN)
SHEET MIN.3
» +40.0/-40.0 METAL/STEEL THREADS
ASME B18.6.4 MIN.33 KSI YIELD Robert J.Amoroso,P.E.
"UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG TUBING 14 GA FIN(Z-BAR) PAN HEAD NO.B PAST INSIDE 3!8"
MIN. (TAPPING SCREW) SURFACE OF STRNEGTH FL P.E.No.49752
THICKNESS SUBSTRATE ai°"YPS*ka•.
TABLE OF CONTENT ANSIB18.6.1 t.ar�tidz
(WOOD SCREW) WOODWTHAMININIUM q ,^SHEET DESCRIPTION 2X WOOD —
¢`
FIN(Z-BAR) PAN HEAD NO.8 OR 1" 1/2 SPECIFIC GRAVITY OF
1 GENERAL AND INSTALLATION NOTES FRAMING
ASME B18.6.4 0.42.
2 ELEVATION, ANCHORING LAYOUT - (TAPPINGSCREW) Digitally signed by Roberti,
NOTES: -- ---- -- - - - - - Amoroso •,
3 VERTICAL CROSS SECTIONS AND GLAZING DETAIL DN:cn=Robert7;Amoruso;o,.
1)FOR WOOD OR TAPPING SCREWS IF SPLITTING IS A CONCERN,DRILL 0.082"PLOT HOLE(DRILL SIZE45). ou=PTO^Product Design Group,
4 HORIZONTAL CROSS SECTIONS 2)EDGE DISTANCE MEASURED FROM EITHER SIDEOF ANC44ORTO EDGEOF SUBSTRATE emaildrobert@ptc-corp.com,c=US
'.Date:2015.08.05 09:4758-04-00'
N
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35 11/16"MAX.O.A.
F i FRAME WIDTH N a a
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34 314"MAX. w
DOOR PANEL '= o
10"MAX. a
WIDTH O.C.(TYP.) o '
'L 3"MAX.(TYP.) 3"MAX.(TYP.)
B D
3 3 MAX.D.L.O. 0
14"X 14" o `t
H H a 0 Nox o
4 4 4"MAX.(TYP.) o s w
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F4 O� 4 N
?00 O a o
G G LOCK ASSEMBLY(REGULAR DRIVE-IN) 10'MAX. W us om g
78 314" 4 4 IS LOCATED APPROX.38"ABOVE O.C.(TYP.) > U w x
MPJC30.p MAX. E O E BOTTOM OF DOOR LEAF AND THE DEAD O q C as Uj xo z
FRAME DOOR 4 X q BOLT ASSEMBLY APPROX.42"ABOVE
BOTTOM OF DOOR LEAF.SEE STRIKE X w o o
HEIGHT PANEL O O o W Zw¢
HEIGHT DETAILS THIS SHEET o or o
a ZZz
42" p a I
IV
.(TYP.) z
PACING 0 '" Ng O _
q Z_�j 9
1 4'MAX.(TYP.) o-j 4.11
o�w 1 as
FOUR HALF HINGES ON 34" �+F—ip 580
MAX.SPACING SECURED of `IRI.
SILL ANCHOR SPACING fg�t
BY#8 X 3/4"SCREWS(TYP.) SAME AS HEAD SPACING g le ANCHOR LAYOUT W F
EXTERIOR VIEW
ELEVATION
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES,BUT NOT TO EXCEED
f 1 , 10"MAXIMUM O.C.
#8 TAPPING SCREW. Robert'J.Amoruso,P.E.
( #8 x 2 1/2"WOOD i I SCREW MUST BE OF 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL FL P.E.No.49752
SCREW SUFFICIENT LENGTH TO IS 7.ANCHOR SPACING VARIES,BUT NOT TO jINFS'9�p
#8 x 112" PENETRATE(3)THREADS EXCEED 10"MAXIMUM O.C. oQ� "�y '•.°�,
SCREWS II MINIMUM BEYOND STEEL
l TUBE. 11 IF
1/—`'
�'iy,�ONALE�.•
ENTRY DOOR - - ENTRY DOOR Digitally signed by Robert J.
STRIKE DETAIL STRIKE DETAIL Amoruso
WOOD FRAN E SUBSTRATE STEEL WRING SUBSTRATE DN:cn=Robert 1.Amoruso;o, ,.
u=PTGProduct Design Group,
mail=robert@ptc-corp.com,c=US
ate:2015.08.05 09:48:09-04'00'
1"MIN.EMBEDMENT }
z m
#8 WOOD SCREW
INSTALLATION ANCHOR THREE( THREADS n
MIN.PENETRATION
ETRATION #8 TAPPING SCREW Z
2X WOOD FRAME u7
_(]BY OTHERS) INSTALLATION ANCHOR 0 Z"
1/2"MIN. o
S AT TA ETO BACK EDGE DIST. SEALANT TAPE TO BACK 3/8"MIN. uj w
SIDEQFdvI6UNTING FIN SIDE OF MOUNTING FIN EDGE DIST. e
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1/4"MAX SHIM 14 GA.MIN.SQUARE
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EXTERIOR p N z 0 p
INTERIOR a z o
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SEE GLAZING DETAIL [—r 0 �p N 3
ON THIS SHEET W u-i p0 g
W ow,
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VERTICAL SECTION &VEERTICAL SECTION a 0rwrna m�14
WOOD FRAME SUBSTRATE STEEL TUBING SUBSTRATE a 0 z w o
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#8X111T OVAL HEAD �i 0.`SCREW
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i SCREW O n a:' 1A
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EXTERIOR INTERIOR a > I8°sL
�-1/8"TEMPERED GLASS EXTERIOR INTERIOR W F 12
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EXTERIOR INTERIOR
GLAZING DETAIL
14 GA.MIN.SQUARE
STEEL TUBING(BY
OTHERS)
1/4"MAX SHIM
3/8"MIN. Robert J.Amoruso,P.E.
SEALANT TAPE TO BACK SEALANT TAPE TO BACK EDGE DIST. FL P.E.No.49752
SIDE OF MOUNTING FIN 112"MIN SIDE OF MOUNTING FIN �OWQ�`�`niEN��yoe
2X WOOD FRAME EDGE DIST. A. \
#8 TAPPING SCREW No<o>ax
THREE( THREADS INSTALLATION ANCHOR
(BY OTHERS)
MIN.IN.PENETRATION
ETRATION 3x: arA or:
1"MIN.EMBEDMENT--►I #8 WOOD SCREW
INSTALLATION ANCHOR
. _ Digitally signed by Robert l.
---- - --- - -- - —_ r\ Amoruso.; :.
VERTICAL SECTION / n \ VERTICAL SECTION DN:cn=Robert l.Amoruso,o,
A WOOD FRAME SUBSTRATE �' STEEL TUBING SUBSTRATE ou=PTCProduct Design Group,
emall=robert@ptc-corp.com,c=US
Date:2015.08.05 09:48:21-04'00'
l ,
n
1/4"MAX SHIM 1/4"MAX SHIM m
s 1/2"MIN.EDGE DIST. 1/2"MIN.EDGE DIST. �, S
u7 m
2X WOOD FRAME 2X WOOD FRAME z
L (BY OTHERS) (BY OTHERS) I F
y #8 WOOD SCREW SEE GLAZING DETAIL #8 WOOD SCREW a
0 INSTALLATION ANCHOR ON SHEET 3 INSTALLATION ANCHOR w R w
1 INTERIOR INTERIOR #8 X 3/4"SMS o
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I"MIN. � ♦ ��.. .. .:: °_ -:�._: N � <t
EMBEDMENT `/ EMBEDMENT U o
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SEALANT TAPE TO BACK SEALANT TAPE TO BACK SIDE OF MOUNTING FIN o— z N w "t
SIDE OF MOUNTING FIN EXTERIOR EXTERIOR 13w F
E- m jo z03
W o O'nP:
(~jWW = N
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E HORIZONTAL SECTION �� HORIZONTAL SECTION �j "a ��w ~ Z
WOOD FRAME SUBSTRATE i' WOOD FRAME SUBSTRATE W 0 I co
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14 GA.MIN.SQUARE 14 GA.MIN,SQUARE ca ��0 y a
STEEL TUBING(BY STEEL TUBING(BY o� 1 Sa
3/8"MIN.EDGE DIST. k3l&�MN.EDGE DIST. Q'i 0 p`
OTHERS) OTHERS) F--1#8 TAPPING SCREW INTERIOR #8 TAPPING SCREWINSTALLATION ANCHOR INTERIOR #8 X 3!4"SMSINSTALLATION ANCHOR ai
THREE(3)THREAD THREE(3)THREAD
MIN.PENETRATION MIN.PENETRATION
SEALANT TAPE TO BACK EXTERIOR NT TAPE TO BACK
SIDE OF MOUNTING FIN EXTERIOR OF MOUNTING FIN
Robert J.Amoruso,P.E.
FL P.E.No.49752
ned
( v HORIZONTAL SECTION H HORIZONTAL SECTION byRo a tJ.
STEEL TUBING SUBSTRATE STEEL TUBING SUBSTRATE by Robert J.
Amoruso
.awes�,,,,,,
• ceW?{�2c,sfo`„ DN:cn=Robert J.
-'"o_ :Amoruso,o,
e i'=ou=PTC Product
6T E tlf
Design Group,
:email=robeit@pt.
c corp.corn,c=US
Date:2015.08.05
09A8:32-04'00'