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Product Approval Menu > Product or Application Search > Application List > Application Detail
} _ FL FL17996-RI
Application Type Affirmation RECEIVED
Code Version 2017
Application Status Approved
MAR 11 2019
Comments
Archived ST. Lucie County, Permitting
I
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
ryarbeny@elixirdmc.com
Technical Representative PTC Product Design Group®�
Address/Phone/Email PO Box 520775
Longwood, FL 32752
(321)690-17.88
info@ptc-corp.com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
ASTM E330
Year
2002
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
FI-17996 R1 COC Affirmation FL17996 418-1208 ssodf
Product Approval Method Method 1 Option A
Date Submitted 01/29/2018
Date Validated 01/29/2018
Date Pending FBC Approval
Date Approved 02/04/2018
Summary of Products
Go to Page
* 0 Page 1 / 2 0 43
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
FLI7996 R1 C CAC EXR 202-20S Vertical Slider ASTI•i E330
plus5.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 Rl II ELIX0034 Rev A Series 202-20S SS.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1642 Rev3 415-0705 ss.pdf
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 R1 C CAC EXR 230 W9 Cottaae ASTM E330
plus5.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 R1 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 R1 AE PER 1642 Rev3 415-0705 ss.pdf
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 R1 C CAC EXR 402-14 E330 pl0s5.pdf
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 R1 I1 ELIX0050 REV -A OS MODEL 402-14 ss ndf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1951 Revla 415-0705 ss.rdf
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
Approved for use outside HVHZ: Yes
FL17996 RS C CAC EXR 402-20S E330 alus5 P(If
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 R1 II ELIX0051 REV -A OS MODEL •102-20S ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1951 Revla 415-0705 SS.Dd_f
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
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17996 Rl C CAC EXR 407 E330 DIus5.Pdf
Quality Assurance Contract Expiration Date
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 R1 II ELIX0052 REV -A OS MODEL 407 �s.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1951 Revla 415-0705 ss Odf
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")
ELMR DOOR & METAL CO.
n m�
MODEL 407 NON —IMPACT OUTSWINO 'n z
GENERAL NOTES:
1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
TO COMPLY WITH THE CURRENT EDITION OF THE
FLORIDA BUILDING CODE (FBC) EXCLUDING HIGH
VELOCITY HURRICANE ZONE AND THE DESIGN
PRESSURE(S) STATED HEREIN.
1 a. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT DALLAS
LABORATORIES, INC. 644278 AND ASSOCIATED
LABORATORY STAMPED DRAWINGS.
VINYL LAMINATED STEEL DOOR
INSTALLATION ANCHORAGE DRAWING
INSTALLATION NOTES:
5. IN AREAS WHERE WINDSORNE DEBRIS PROTECTION
I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
ANCHOR LOCATION.
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
WINOBORNE DEBRIS REGIONS IS MANDATORY FOR THE
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
PRODUCT HEREIN.
ARE THEMINIMUM NUMBER OF ANCHORS AND MAXIMUM
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
6. FRAME MATERIAL: ALUMINUM ALLOY 6063-TG
DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED
GALVANIZED STEEL.015• SKIN WI URETHANE FOAM CORE.
-
7. DESIGNATIONS'X" STAND FOR THE FOLLOWING:
2. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
X: OPERABLE PANEL
OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING
O: FIXED PANEL
SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
3. HARDWARE:
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
A. HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM
OR ARCHITECT OF RECORD.
B. LATCH LOCK: KEYED
C. DEAD BOLT: SINGLE CYLINDER
3. IX 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. TIME INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITECONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURE- RATING (PSF)
IMPACT RATING
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
NONE
••
+40.01-45.0
"UNIT 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
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM SIZE OF 114 INCH. S111M WHERE SPACE OF 1116 INCH
OR GREATER OCCURS. SHlld(S) SHALL BE CONSTRUCTED
OF HIGHOENSITY PLASTIC OR BETTER.
4. ANCHORS FOR 114STALLATION INTO WOOD FRAMING OR
14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
"ANCHOR SCHEDULE" THIS SHEET.
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
tr. 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 TIIE MINIMUM STRENGTH SPECIFIED IN THE
'ANCHOR SCHEDULE'THIS SHEET.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING.
ANCHOR SCHEDULE
MANUFACTUREREDGE
SUBSTRATE
DOORFRAME
TYPE
SIZE
EMBEDMENT
DISTANCE
ANCHOR CAPACITIES
TYPE
SPECIFICATION
(IN) IsI
(IN)
BASED ON
SHEET
MIN. 3
METAL/STEEL
THREADS
TUBING 14GA
FIN(Z-OAR)
PANHEAD
NO.8
ASb1E 818.6.4
PASTINSIDE
318"
MIN, 33 KSI YIELD
(TAPPINGSCREVN
STRNEGTH
IAN.
SURFACE OF
THICKNESS
SUBSTRATE
ANSI B18.6.1
(WOOD SCREW)
WOOD WITH A MINIMUM
2X WOOD
I FIN (Z-BAR)
PAN HEAD
NO.8
OR
1"
1/2"
SPECIFIC GRAVITY OF
FRAMING
ASb1E B18.6.4
0.42.
(TAPPING SCREV14
NOTES'
1) FOR WOOD OR TAPPING SCREWS IFSPLITTING IS A CONCERN, DRILL 0.082" PILOT HOLE (DRLL SIZE 45).
2) EDGE DISTANCE MEASURED FROM EITHER SIDE OF A NCHOR TO EDGE OF SUBSTRATE.
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Robert J. Amoruso, P.E.
FL P.E. No. 49752
ii ONPIt�b••••
Digitally signed by Roberti.
Amours
DN: cn=Robert 1. Amoruso,o,
ou=PTC Product Design Group,
email=robert(3ptc-corp.com, c=US
Date: 2015.08.05 09:49:56.04'00'
�
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11/16" MAX. O.A.E
FRAME WIDTH
3435
3/4" MAX.
DOOR PANEL
° m
WIDTH
10„ MAX
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78 3/4" 4 XO.C.
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LOCK ASSEMBLY (REGULAR DRIVE-IN)_"",10 MAX'
(TYP.)
IS LOCATED APPROX.
E—i co No p o o
M f-o>
79 3/4"
38" ABOVEW
3
MAX. O.A. MAX. E O
BOTTOM OF DOOR LEAF AND THE DEAD
owoHEIGHT
FRAME DOOR q
PANEL O�
q
BOLT ASSEMBLYAPPROX,42"ABOVE X
DO
r~
HEIGHT
BOTTOM OF DOOR LEAF. SCE STRIKE
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42"
36"
3(TYIP
DETAILS THIS SHEET
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(TYP') SAME AS HEAD SPACING
F —1 P99
3 3
ANCHOR LAYOUT`
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EXT1!RIOR
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6 e
ELEVATION
VIEW
W -
EXTERIOR VIEW
ANCHORING NOTES:
l
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1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
#B TAPPING SCREW. ANCHOR SPACING VARIES, BUT NOT TO EXCEED
Robert J. Amoroso, RE,
FL P.E. No. 49762
I \I SCREW MUST 10" MAXIMUM O.C.
� #8 x 2 1/2" WOOD
i'
� BE OF
I I
SCREW
#8 x 1/2"
\__ SUFFICIENT LENGTH TO
I'` 2. MINIMUM NUMBER OF ANCHORS IN
Dlgitallysigned
\JI
PENETRATE (3( THREADS HEAD AND SILL
by RobertJ.
SCREWS �' n
MINIMUM BEYOND STEEL IS 7. ANCHOR SPACING VARIES, BUT NOT TOAmoruso
TUBE. EXCEED IO"MAXIMUM O.C.
.............
ON: cn=Robert
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CN'l'RY [ICTOR
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STRIKEDS7'All•
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email=robert@pt
WOOD FRANIUSUUSTRATL••
STrF.I.'runim; %-11STRATR
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Date:201 S•08.OS
09:50:06-04'00'
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1" MIN. EMBEDMENT+—
#8 WOOD SCREW
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INSTALLATION ANCHOR
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(BY OTHERS)
THREE (3) THREAD_r
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EDGE DIST.
MIN. PENETRATION
#8 TAPPING SCREW
SIDE OF MOUNTING FIN
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INSTALLATION ANCHORSEALANT
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3l8"MIN.SIDE
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INSTALLATION ANCHOR
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[ 14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
Robert J. Amoruso, P.E.
FL P.E. No. 49752
318" MIN.
Digitallysigned
SEALANT TAPE TO BACK
EDGE DIST.
by Robert J.
SIDE OF MOUNTING FIN
J
Amoruso
#8 TAPPING SCREW
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THREE (3) THREAD INSTALLATION ANCHOR
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MIN. PENETRATION
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VERTICAL SECTION
S'1'CEL TUBING SURSTRA7Ti
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Date:2com08.05
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INSTALLATION ANCHOR
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INSTALLATION ANCHOR
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14 GA. MIN. SQUARE
318"MIN. EDGE DIST. -aV STEEL TUBING (BY
OTHERS)
VB TAPPING SCREW-,,,
INSTALLATION ANCHOR
THREE (3) THREAD
MIN. PENETRATION
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN•
--(� H0R1ZON-T-AL SECTION- -
STEEL TUBING SUBSTRA•I'E
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TUBING (BY 3l8" MIN. EDGE DIST.
INTERIOR OTHERS)
118 X 3l4" SMSPING SCREW
INST98 ALLATION ON ANCHOR
THREE(3)THREAD
MIN. PENETRATION
EXTERIOR
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
HORIZONTAL SECTION
Sl EEL TUBING SUBSTRATE
Robert J. Amoruso, P.E.
FL P.E. No. 49752
`:�yS9;t� GlNSF o9��:
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Digitally slgned by Robert-J.—
Amoruso
DN: cn=Robert). Amoruso, o,
ou=PTC Product Design Group,
emall=roberteptc-corp.cbm, c=US
Date: 2015.08.05 09:50:29-04'00'