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icatioh Type
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17996
gory
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ication Status
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ity Assurance EntityALL
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Quality Assurance Entity Contract Expired
uct Model, Number or Name
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oved for use in HVHZ
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Approved for use outside HVHZ
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act Resistant
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.t.b''+p ucations
Type Manufacturer
Revision Elixir Door and Metal Company
Category: Exterior Doors
Subcategory: Swinging Exterior Door
Assemblies
Validated By,
American Architectural Manufacturers
Association
(847) 303-5859
and/or the Commission if necessary.
Status
Approved
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :; Privacy Statement :: Accessibility Statement :: Refund Statement
rider Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
l to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i)
rida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls
wided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
vide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
1:1LE coins
Crediti
Safe
securityntrr�res
L # _ _ Model, Number or Name
7996.1 M Series 202-20S Steel Door
of Use
ved for use in HVHZ: No
ved for use outside HVHZ: Yes
t Resistant: No
i Pressure: +38.7/-32
2� I Series 230 W9 Steel Door
of Use
ved for use in HVHZ: No
ved for use outside HVHZ: Yes
t Resistant: No
i Pressure: +25.3/-25.3
•3 1 Series 402-14
of Use
ved for use in HVHZ: No
ved for use outside HVHZ: Yes
t Resistant: No
i Pressure: +66/-56
Series 402-20S
of Use
ved for use in HVHZ: No
ved for use outside HVHZ: Yes
t Resistant: No
I Pressure: +66/-56
179?6.5 1 Series 407
of Use
ved for use in HVHZ: No
ved for use outside HVHZ: Yes
t Resistant: No
i Pressure: +5o/-50
Description
Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Certification Agency Certificate ~
FL17996 R2 C CAC 19359 Elixir - 202-20S OS Door 1b).
ASTM Jan. 2021.pdf.
Quality Assurance Contract Expiration Date
07/11/2024
Installation Instructions
FL17926 R2 II ELIX0034 Rev B Model 202 20S ss {pdf
Verified By: Robert J..Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1642 Rev4 ss.pdf
Created by Independent Third Party: Yes
Series 230 W9 Steel O.S. Door w/ Cottage Window
Certification Agency Certificate
FL17996 R2 C CAC 19346 Elixir 230 W9 OS Door (lb).
ASTM Jan: 2021.pdf
Quality Assurance Contract Expiration Date
07/11/2024
'Installation Instructions
FL17996 R2 II EUX0033 Rev B Model 230 W9 ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1642 Rev4 ss.pdf
Created by Independent Third Party: Yes
f
yl Steel Out -Swinging Regular Door - 14" x 14" Window
rtification Agency Certificate17996 R2 C CAC 19349 Elixir 402-14 OS Door (1b)TM Jan. 2021 pdf
Quality Assurance Contract Expiration Date
08/26/2025
Installation Instructions
FL17996 R2 II ELIX0050 REV-B 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 R2 AE P R 1951 Rev3 sspdf
Created by Independent Third Party: Yes
F
Steel Out -swinging Regular Door - 20" slider window
fication Agency Certificate996 R2 CCAC 19358 Elixir - 402-20S OS DoorSTM Jan. 2021 pdf
Quality Assurance Contract Expiration Date
08/26/2025
Installation Instructions
FL17996 R2 II ELIX0051 REV B OS MODEL 402 20S ss p
Verified df
ied By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1951 Rev3 ss.pdf
Created by Independent Third Party: Yes `
Vinyl Steel Out -Swing Regular Door -Blank (no window)
Certification Agency Certificate
FL17996 R2 C CAC 19345 Elixir 407 OS Door (1b) ASTM
Jan. 2021.pdf
Quality Assurance Contract Expiration Date
08/19/2025
Installation Instructions
FL17996 R2 II ELIX00S2 REV-B OS MODEL 407 ss. df
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1951 Rev3 ss.pdf
Created by Independent Third Party: Yes
b
AFQAAMA CERTIFICATION PROGRAM
An FGIA Product Certification Program
AUTHORIZATION FOR PRODUCT CERTIFICATION
Elixir Door anc I Metals Co.
1215 Pope Dr.
Douglas, GA 31533
Attn: Randall Yarberry
This authorizati n is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredit I
d Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
TION
AAMA AL ERNATE DOOR
:ERTIFICA ION PROGRAM
AST E330-14
DP = 66, -56 psf
STP = i 99, -84 psf
AND CODE
RECORD OF PRODUCT TESTED
CPD NO. SERIES MODEL & PRODUCT
DESCRIPTION MAXIMUM SIZE TESTED
402-14 VINYL LAMINATED LEAF
Code: EXR 19349
Elixir Door and Metals Co. OUTSWING DOOR FRAME 3'0" x 6'8" x 1-1/2"
(AL)(ST)(X) 3'2" x 6'10" FIXED INSERT
(FIXED INSERT W/TEMP OL) 112" x 1'2"
This Certification ill expire August 26, 2025 and requires validation until then by continued listing in the current AAMA Certified
Products Directo .
Product Tested ai id Reported by: Construction Consulting Laboratory
Report No.: CCL-20465
Date of Rep rt: September 28, 2020
(Validator /
ACP-04 (Rev.12/20)
Evaluated for Certification: January 28, 2021
A(ci ted Lab,h,,Aa
oratories In
c.
Administrator)
Authorized for Certification: January 28, 2021
jj
Fenekktion and Glazing Industry Alliance
ELIXIR DOOR & METALS CO.
MODEL 402-14 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
INSTALLATION ANCHORAGE DRAWING
2NERAL NOTES:
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.
THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT
CONSTRUCTION. CONSULTING LABORATORY REPORT#
CCW 9.165 AND ASSOCIATED LABORATORY STAMPED
DRAWINGS.
TESTED TO ASTM E330-14.
ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
)R STEEL FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
:OUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
)R ARCHITECT OF RECORD:
S. IN AREAS, WHERE WINDBORNE DEBRIS PROTECTION
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
PRODUCT HEREIN.
6.FRAME MATERIAL: ALUMINUM ALLOY 6063-T6
DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED
GALVANIZED.STEEL.015' SKIN W/ URETHANE FOAM CORE.
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-12AEI
GLASS CHARTS.
8. DESIGNATIONS'X' STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
O: FIXED PANEL
4. HARDWARE:
X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
A. HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM
ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO THE
B. LATCH LOCK: KEYED
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
C. DEAD BOLT:. SINGLE CYLINDER
IESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
IECORD.
10. SEE SHEETI FOR DESIGN PRESSURE CHART.
'HE INSTALLATION DETAILS DESCRIBED HEREIN ARE
11. IF WATER INFILTRATION. REQUIREMENT EXISTS, UNIT
IENERIC.AND MAY NOT REFLECT ACTUAL CONDITIONS
MUST BE INSTALLED BENEATH AN OVERHANG MEETING
ORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE
THE CURRENT EDITION OF THE FLORIDA BUILDING
JSTALLATION TO DEVIATE. FROM THE REQUIREMENTS
CODE - BUILDING AND RESIDENTIAL VOLUMES.
ETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
HALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
/ITH THIS DOCUMENT.
DESIGN PRESSURE RATING (PSF) IMPACT RATING
WHERE WATER INFILTRATION WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE
SEE GENERAL NOTE 11 .661-56
TABLE OF CONTENT - I
SHEET DESCRIPTION
1 IGENERAL AND INSTALLATION NOTES
3 IVERTICAL CROSS SECTIONS AND GLAZING DETAIL
_ 4 1HORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
ANCHOR LOCATION.
2. THE INSTALLATION ANCHORS ATTHE 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 SIZE OF 1/4 INCH. SHIM WHERE SPACE OF 1116INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER
4. ANCHORS FOR INSTALLATION 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.
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
a
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION
INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
E W
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
8
'ANCHOR SCHEDULE' THIS SHEET.94
G
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST
La a
BE MADE OF CORROSION RESISTANT MATERIAL
OR
o�j a
HAVE A CORROSION RESISTANT COATING.
A. W
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311
C) 2 0
A
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w
ANCHORSCHEDULE
SUBSTRATE
DOORFRAME
TYPE
TYPE
SIZE
MANUFACTURER
AND/OR
EMBEDMENT
EDGE
DISTANCE
ANCHOR CAPACITIES
SPECIFICATION
(IN) (11
(IN) (1HA
BASED ON
SHEET
METALISTEEL
MIN. 3
TUBING 14 GA
FIN (Z-BAR)
PAN HEAD
NO. B
ASME 816.6.4
THREADS
PAST INSIDE
3/g^
MIN. 33 KSI YIELD
MIN.
(TAPPING SCREW)
SURFACE OF
STRNEGTH
THICKNESS
SUBSTRATE
ANSI B 18.6.1
2X WOOD
FIN (Z-BAR)
PAN HEAD
N0. 8
(WOOD SCREW)
OR
WOOD WITH A MINIMUM
FRAMING
1'
1/2"
SPECIFIC GRAVITY OF
ASME'B18.6.4
0.42
NOTES:
1) FOR WOOD OR TAPPING SCREWS, IF SPLITTING IS A CONCERN DRILL 0.082' PLOT HOLE (DRILL SIZE45),
2) EDGE DISTANCE MEASURED FROM EITHER SCE OF ANCHOR TO EDGE OF SUBSTRATE
Robert J. Amoruso, P,E.
FL P.E. No. 49752
Digitally signed by
Robert J Amoruso
Date: 2021.02.18
12:05:42-05'00'
8:
MA
FF
HE
'AN 11A• RA&V n A
ELEVATION
EXTERIOR VIEW
f 1
i
#8 x 3/8' WOOD
i SCREW
TRV nAAD
MAX D.L.O. 13' X 13'
(14" X 14' INSERT SIZE)
4' MAX. (TYP.)
3' MAX. (TYP.)
LOCK ASSEMBLY IS LOCATED APPROX.
37" ABOVE BOTTOM OF DOOR LEAF
AND THE DEAD BOLT ASSEMBLY
APPROX. 4 V ABOVE BOTTOM OF DOOR
LEAF. SEE STRIKE DETAILS THIS
SHEET,
FOUR HALF HINGES, 3" AND
21' FROM EACH END OF THE
DOOR PANEL SECURED
BY #8 X 314" SCREWS (TYP.)
1
#8 TAPPING SCREW.
i SCREW MUST BE OF
SUFFICIENT LENGTH TO
PENETRATE(3)THREADS
I MINIMUM BEYOND STEEL
I TUBE.
TQV nnn.
3' MAX. (TYP.)
6" MAX.
O.C. (TYP.)
r[ —4" MAX. (TYP.)
FNI
6' MAX
r OZ. (TYP.)
—L
o x �
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS INJAMBS 'IS 14.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED 6"
MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 6. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 6' MAXIMUM O.C.
O
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Robert J. Amoruso, P.E.
FL P.E. No.49752
„r+'.� ."
. P.liiyC; q!�
oniu ca ;w c
ai �.�i a C,�:a•
Digitally signed by
Robert J Amoruso
Date: 2021.02.18
12:06:18-05'00'
-r MIN. tMBEDMENI
2X WOOD FRAME1
(BY OTHERS)
SEALANT TAPE TO'BACK-�
SIDE OF MOUNTING FIN
#8 WOOD SCREW
INSTALLATION ANCHOR
1/2" MIN.
EDGE DIST,
1/4' �SHIM
EXTERIOR tT
1 INTERIOR
SEE GLAZING DETAIL
ON THIS SHEET
VERTICAL SECTION
WOOD FRAME'SUBSTRATE
EXTERIOR INTERIOR
SHIM
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
2X WOOD FRAME 1/2" MIN.
(BY OTHERS) EDGE DIST.
1` MIN. EMBEDMENT--� #8 WOOD SCREW.
INSTALLATION ANCHOR
A
#8 x 1 112" OVAL HEAD
SCREW
l I
EXTERIOR I I INTERIOR
—�1 jam--1/8'TEMPERED GLASS
GLAZING DETAIL
THREE (3) THREADS
MIN. PENETRATION
#8 TAPPING SCREW
INSTALLATION ANCHOR
SEALANT TAPE TO BACK
3/8' MIN.
SIDE OF MOUNTING FIN
EDGE DIST.
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
EXTERIOR
INTERIOR
EXTERIOR
SEALANT TAPE TO BACK /
SIDE OF MOUNTING FIN
THREE(3)THREADS
MIN. PENETRATION
VERTICAL SECTION
STEEL TUBING SUBSTRATE
INTERIOR,
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
318" MIN.
EDGE DIST.
#8 TAPPING SCREW
INSTALLATION ANCHOR
r VERTICAL SECTION
STEEL TUBING.SUBSTRATE
U
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E-r o�
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W
Robert J. Amoruso, P.E.
FL P.E. No. 49752
?�iirye ' fM�
Digitally signed by
Robert J Amoruso
Date:.2021.02.18
12:06:31-05'00'
1/4" MAXSHIM
1/2" MIN. EDGE DIST.
1/4' MAX SHIM
2X WOOD FRAME
1/2' MIN: EDGE DIST.
(BY OTHERS)
. 2X WOOD FRAME
(BY OTHERS)
#8 WOOD SCREW
INSTALLATION ANCHOR
SEE GLAZING DETAIL
ON SHEET 3
#8 WOOD SCREW
INSTALLATION ANCHOR
INTERIOR
INTERIOR #8 X 3/4"SMS
1" MIN.
EMBEDMENT
EMBEDMENT
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
EXTERIOR
EXTERIOR SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
E
1 HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
14 GA. MIN. SQUARE
318" MIN. EDGE DIST. STEEL TUBING (BY
OTHERS)
#8 TAPPING SCREWZ r----)
INSTALLATION ANCHOR \ INTERIOR
THREE (3) THREAD-
MIN. PENETRATION ;7
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN EXTERIOR
r_ HORIZONTAL SECTION
STEEL7UBING SUBSTRATE
�) HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS) 318" MIN. EDGE DIST.
INTERIOR #8 TAPPING SCREW
#8 X 3/4' SMS, INSTALLATION ANCHOR
r
THREE (3) THREAD
MIN. PENETRATION
EXTERIOR SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
v HORIZONTAL SECTION
STEEL TUBING SUBSTRATE
Robert J. Amoruso, P.E.
FL P.E. No. 49762
Digitally i
signed by
_r7 , Robert J
,; i
=r >4Amoruso
Ii Date• I
2021.02.11
12:06.45
-05,00,
AAMA CERTIFICATION PROGRAM
"�AFGIAAn FGIA Product Certification Program d"M
AUTHORIZATION FOR PRODUCT CERTIFICATION r 4
Elixir Door and Wetals Co.
1215 Pope Dr.
Douglas, GA 3 533
Attn: Randall Y 3rberry
This authorizatio+ 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.
TION
AAMA ALT�RNATE DOOR
:ERTIFICA ION PROGRAM
ASTIV E330-14
DP = ±50 psf
STP T ±75 psf
AND CODE
Elixir Door 4nd Metals Co.
Cod : EXR
RECORD OF PRODUCT TESTED
CPD NO. I SERIES MODEL & PRODUCT
DESCRIPTION
407 VINYL LAMINATED
19345 OUTSWING DOOR
(AL)(ST)(X)
MAXIMUM SIZE TESTED
FRAME LEAF
3'2" x 6'10" 3'0" x 6'8" x 1-1/2"
This Certification Jvill expire August 19, 2025 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested ar d Reported by: Construction Consulting Laboratory
Report No.: CL-20467
Date of Rep rt: September 28, 2020
Evaluated for Certification: January 28, 2021
h, 4-iL
A oci ted Laboratories, Inc.
• (Validator! Ope ations Administrator) Authorized for Certification: January-28, 2021
ACP-04 (Rev. 2/20) Fenekbtion and Glazing Industry Alliance
ELIXIR DOOR & METALS CO.
MODEL 407 NON -IMPACT OUTSWING
YL LAMINATED STEEL DOOR
INSTALLATION ANCHORAGE DRAWING
ENERAL NOTES:
THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
5.IN AREAS WHERE WINDBORNE DEBRIS PROTECTION
TO COMPLY WITH THE CURRENT EDITION OF THE
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
FLORIDA BUILDING CODE (FBC) 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.
PRODUCT HEREIN,
I. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
6. FRAME MATERIAL: ALUMINUM ALLOY 6063.T6
UPON SIGNED AND SEALED TEST REPORT
DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED
CONSTRUCTION CONSULTING LABORATORY REPORT q
GALVANIZED STEEL.015' SKIN W/ URETHANE FOAM. CORE.
CCLA9.167 AND ASSOCIATED LABORATORY STAMPED
DRAWINGS.
I. TESTED TO ASTM E330-14:
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-12AE1.
ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
OR STEEL FRAMING AS 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.
IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
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.
8. DESIGNATIONS -X' STAND FOR THE FOLLOWING:
X:OPERABLEPANEL
O: FIXED PANEL
9. HARDWARE:
A HALF HINGES: (4) 6063•T6 EXTRUDED ALUMINUM
S. LATCH LOCK: KEYED
C. DEAD BOLT: SINGLE CYLINDER
10. SEE SHEETI FOR DESIGN PRESSURE CHART.
11. IF WATER INFILTRATION REQUIREMENT EXISTS. UNIT MUST
BE INSTALLED BENEATH AN OVERHANG MEETING THE
CURRENT EDITION OF THE FLORIDA BUILDING CODE -
BUILDING AND RESIDENTIAL VOLUMES.
DESIGN PRESSURE RATING (PSF),
IMPACT RATING
WHERE WATER INFILTRATION
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
REQUIREMENT IS NOT NEEDED
1
NONE
SEE. GENERAL NOTE 11
+50 /-50
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
I. ONE (1) INSTALLATION ANCHOR IS 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 SIZE OF 1/4 INCH. SHIM WHERE SPACE OF 1116INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
14GA MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
'ANCHOR 'SCHEOULE' THIS SHEET.
a
5, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE 10
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.
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
C--I
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
'ANCHOR SCHEDULE' THIS SHEET,
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
W.
MUST BE MADE OF CORROSION RESISTANT MATERIAL
p� t�7
OR HAVE A CORROSION RESISTANT COATING.
p W
w'CD
C4
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A A
1XI-�
r 1
w
ANCHOR SCHEDULE
SUBSTRATE
DOORFRAME
TYPE
SIZE
MANUFACTURER
ANDIOR
EMBEDMENT
DISTANCE
ANCHOR CAPACITIES
TYPE
SPECIFICATION
(IN) nl
(IN) (11(23
BASED ON
SHEET
MIN. 3
METALJSTEEL
THREADS
TUBING 14 GA
FIN (Z-BAR)
PAN HEAD
NO.
ASME 818.6.4
PAST INSIDE
3/8'
MIN. 33 KSI YIELD
YI
NIN
(TAPPING SCREW)
SURFACE OF
STRNEGTH
THICKNESS
SUBSTRATE
ANSI B16.6.1
2X WOOD
(WOOD SCREW)
WOOD WITH A MINIIv1UM
FRAMING
FIN (Z-BAR)
PAN HEAD
NO.8
OR
1`
12"
SPECIFIC GRAATYOF
ASME B18.6.4
0.42.
(TAPPING SCREW)
NOTES:
1) FORV'A)OOOR TAPPING SCREVI,S IF SPLITTING IS A CONCERN, DRILL 0.082- PILOT HOLE (DRILL SIZE45).
2) EDGE DISTANCE LUASURE) FROM ETHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE
Robert J. Amoruso, P.E.
FL P.E. No. 49752
Digitally signed by
Robert J Amoroso
Date: 2021.02.18
12:08:03 -05'00
FRAME WIDTH
36" MAX.
DOOR PANEL,
WIDTH
H
4
F
4
G
821/4' 80" 4
MAX. O.A. MAX. E 0—
FRAME DOOR 4
HEIGHT PANEL
HEIGHT
I I 37"
4" MAX. (TYP.)
3" MAX. (TYP
X G LOCK ASSEMBLY IS LOCATED APPROX.
4 37' ABOVE BOTTOM OF DOOR LEAF
E AND THE DEAD BOLT ASSEMBLY
4 APPROX. 41"ABOVE BOTTOM OF DOOR
LEAF. SEE STRIKE DETAILS THIS
" SHEET.
ELEVATION
EXTERIOR VIEW
#8 x 3/8" WOOD
SCREW
I I
i 1
'ENTRY DOOR
STRIKE DETAIL
WOOD FRA)I U SIRATF
FOUR HALF HINGES, 3"
AND 21' FROM EACH
END OF THE DOOR
PANELSECURED
BY #8 X 3/4" SCREWS
(TYP.)
l 1
I ( #8 TAPPING SCREW.
SCREW MUST BE OF
I 'SUFFICIENT LENGTH TO
PENETRATE(3)THREADS
I MINIMUM BEYOND STEEL
I TUBE.
ENTRY DONOR
STRIKE DETAIL
STFFLTf0"', .'..' ATE
3�
r I
6" MAX.
O.C. (TYP.)
— 4' MAX. (TYP.)
$" MAX.
D.C. (TYP.)
SILL ANCHOR SPACING
ANCHOR LAYOUT SAME AS HEAD SPACING
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 14.
ANCHOR SPACING VARIES, BUT NOT TO EXCEEDS"
MAXIMUM O.C.
2. MINIMUM NUMBER OPANCHORS IN HEAD AND SILL
IS 6. ANCHOR SPACING VARIES. BUT NOT TO
EXCEED 6" MAXIMUM O.C.
M
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Robert J. Amoruso, P.E.
FL P.E. No.49752
Digitally
signed. b)
_ A'v<• Robert)
Amoruso
Date:
2021.02.E
12.08.47
-05,00,
N
1" MIN, EMBEDMENT
#8 WOOD SCREW
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1
INSTALLATION ANCHOR
1 2X WOOD FRAME
(BY OTHERS)
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INSTALLATION ANCHOR
SEALANT TAPE TO BACK 3/8" MIN.
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1/4' MAX
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EXTERIOR INTERIOR
14 GA. MIN. SQUARE
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SEALANT TAPE TO BACK
Rober4J: Amoroso, P.E.
$IDE.OF MOUNTING FIN 1/2• MIN,
FL P.E. No. 49752
2X WOOD FRAME EDGE DIST.
3/8' MIN.
(BY OTHERS)
SEALANT TAPE TO BACK EDGE-DIST.
'
SIDE OF MOUNTING FIN
4 Lsi
1" MIN. EMBEDMENT-- #8 WOOD SCREW
#8 TAPPING SCREW
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INSTALLATION ANCHOR
THREE (3) THREAD INSTALLATION ANCHOR
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,
VERTICAL SECTION
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WOOD FRAME SUBSTRATE
Robert J Amoruso
VERTICAL SECTION
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STEEL TUBING SUBSTRATE
Date: 2021,02.18
12:08:59-05'00'
II
1/4' MAX SHIM
1
1
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1/4' MAX SHIM
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1/2" MIN. EDGE DIST.
1
2X WOOD FRAME
(BY OTHERS)
2X WOOD FRAME
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(BY OTHERS),
6
#8 WOOD SCREW
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INSTALLATION ANCHOR INTERIOR
INTERIOR
#8 WOOD SCREW
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14 GA. MIN. SQUARE.
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E
OTHERS)
#8 TAPPING SCREW INTERIOR
OTHERS)
INTERIOR
318" MIN. EDGE DIST.
INSTALLATION ANCHOR
0 X 314" SMS
#8 TAPPING SCREW
INSTALLATION ANCHOR
THREE (3) THREAD
MIN. PENETRATION
THREE (3) THREAD
MIN. PENETRATION
Robert J. Amoruso, P.E.
SEALANT TAPE TO BACK EXTERIOR EXTERIOR
SIDE OF MOUNTING FIN
FL P.E.No.49752
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
G HORIZONTAL SECTION
H
HORIZONTAL SECTION
STEEL TUBING SUBSTRATE
STEEL TUBING SUBSTRATE
DI (fall signed b
Robert J Amoroso
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