HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door Assemblies-�•}-,-,� ^�,.it,�,����j �%�t�°,�,+4�r�a�3 �' �.� �t �, �-tyr� .( .�'-� v �ih
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17996
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Search Results - Applications
_ _._. __._....._ ....__ ............... _
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.__........._
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FL1
__..........._-........i......_-_........_...-_
96- Revision Elixir Door and Metal Company i American Architectural Manufacturers
Rz Category: Exterior Doors (
q
Approve,
Association
History Subcategory: Swinging Exterior Door (847) 303-5859
i
Assemblies i
pp ovee by DBPR. Approvals by DBPR shall be reviewed and ratified 6y the POC and/or the Commission if necessary.
Contact Us :: 2601. Blair Stone Road, Tallahassee FL 32399 phone: 8SO-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under 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
mail 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(1
Florida 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 email
provided 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
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here
Product Approval Accepts:
Im ED ® ehreF M
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safe
>I
0 C t o'
summary of Products
'r..... .......... 3 ......... r................,....... .....
i FL # i Model Number or Name
... L..__._.........
17996.1 Series 202-20S Steel Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +38.7/-32
Other:
17996.2
._____. -
..._...___ _..._._
_...... _.........
._, Series 230 W9 SteelDoor^
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25.3/-25.3
Other:
17996.3 Series 402-14
........... __._....._........ .............. ....._ _�.. ....... _...,_.....................
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +66/-56
Other:
Series 402-20S
Limits of Use _.............. _..._
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +66/-56
Other:
17996.5
_._.......... ....... ..._M...................... .. _
Series 407
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other:
Description
....... ..... ......
Series 202-20S Steel O.S. Door.........w/.Vertical Slider.... Window
.__
:.__............... ..._..... _...... __.....w............ ...... ...... .__......_....._.
Certification Agency Certificate
FL17996 R2 C CAC 19359 Elixir - 202-20S OS Door(Ila
ASTM Jan. 2021.pdf
Quality Assurance Contract Expiration Date
07/11/2024
Installation Instructions
FL1799 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
FL17. 6 R2 C CAC 19346 Elixir 230-W9 OS Door (Ib),
ASTM Jan: 2021.pdf
Quality Assurance Contract Expiration Date
07/11/2024
Installation Instructions
FL17996 R2 1I ELIX0033 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
Vinyl Steel Out -Swinging Regular Door - 14" x 14" Window
.............................
Certification Agency Certificate
FL17996 R2 C CAC 19349 Elixir - 462-.1OS Door 1b
AO'M J202.i.pdf (�)'
an.
Quality Assurance Contract Expiration Date
08/26/2025 -
iii 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
I' Evaluation Reports
I FL17996 R2 AE PER 1951 Rev3 ss.pdf
(J Created by Independent Third Party: Yes
_ ._................._...._................. ............. .......... _._........ ... I.........._ .....................
...........
Vinyl Steel Out -swinging Regular Door - 20" slider window
Certification Agency Certificate
FL17996 R2 C CAC 19358 Elixir - 402-20S OS Door (Ila
ASTM. 202
Jan. 1.pdf
ality A
Qussurance Contract Expiration Date
08/26/2025
I Installation Instructions
FL17996 R2 I1 ELIX0051 REV-8 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 R2 AE PER 1951 Rev3 ss:pdr
Created by Independent Third Party: Yes
Vinyl Steel Out Swing Regular Door - Blanl< (no window)
......_......
........ .....
i Certification Agency Certificate
FI.17996 R2 C CAC .1.9345 Elixir -?407 OS Door (^b) ASTM
Jan. 2021..pcif
Quality Assurance Contract Expiration Date
08/19/2025
Installation Instructions
FL179-96 R2 III EI_IX0052 REV-B OS MOOCI._407 ss.pcJf
Verified By: Robert J. Amoruso, PE FL PE No, 49752
I Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1951 Rev3 ss.pdf
Created by Inde end
............... ._.__.............__. p -- hrrd Party: Yes
AAMA CERTIFICATION PROGRAM
An FGIA Product Certification Program
AUTHORIZATION FOR PRODUCT CERTIFICATION
Elixir 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,
SPECIFICATION
AAMA ALTERNATE DOOR
CERTIFICATION PROGRAM
ASTM E330-14
DP = +66, -56 psf
STP = +99, -84 psf
COMPANY AND CODE
Elixir Door and Metals Co.
Code: EXR
RECORD OF PRODUCT TESTED
CPD NO. I SERIES MODEL & PRODUCT
DESCRIPTION
402.14 VINYL LAMINATED
19349 • OUTSWING DOOR
(AL)(ST)(X)
(FIXED INSERT WlTEMP GL)
MAXIMUM SIZE TESTED
LEAF
FRAME 3'0" x 6'8" x 1-1/2"
3'2" x 6'10" FIXED INSERT
112" x 102" .
This Certification will expire August 26, 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-20-165
Date of Report: September 28, 2020
1113i�
(Validator / Operations Administrator)
ACP-04 (Rev. 2/20)
Evaluated for Certification: January 28, 2021
A40cid, A 4-;i
Laboratories, Inc,
Authorized for Certification: January 28, 2021
FeneWation and Glazing Industry Alliance
ELIXIR DOOM & METALS CO.
MODEL 402-14 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOM
IERAL NOTES:
iE PRODUCT ANCHORAGE_ SHOWN HEREIN IS DESIGNED
'O COMPLY WITH THE CURRENT EDITION OF THE
LORIDA BUILDING CODE (FBC) EXCLUDING HIGH
'ELOCITY HURRICANE ZONE AND THE DESIGN
RESSURE(S) STATED HEREIN.
'HE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
PON SIGNED AND SEALED TEST REPORT
ONSTRUCTION CONSULTING LABORATORY REPORT 4
CL-19.165 AND ASSOCIATED LABORATORY STAMPED
RAWINGS.
ESTED TO ASTM E330-14.
)ECUACY OF THE EXISTING STRUCTURAL 2X FRAMING
t STEEL FRAMING AS A MAIN WIND FORCE RESISTING
'STEM CAPABLE OF WITHSTANDING AND
LANSFERRING APPLIED PRODUCT LOADS TO THE
1UNDATION IS THE RESPONSIBILITY OF THE ENGINEER
I ARCHITECT OF RECORD,
AND ZX SUCKS (WHEN USED) SHALL BE DESIGNED AND
ICHORED TO PROPERLY TRANSFER ALL LOADS TO THE
RUCTURE. BUCK DESIGN AND INSTALLATION IS THE
SPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
CORD.
INSTALLATION ANCHORAGE DRAWING
INSTALLATION NOTES:
5. IN AREAS WHERE WINDBORNE DEBRIS PROTECTION
1, ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
ANCHOR LOCATION,
SYSTEM COMPLYING WITH THE FSC REQUIREMENTS FOR
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
PRODUCT HEREIN.
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
6. FRAME MATERIAL: ALUMINUM ALLOY 6063-T6
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED
3, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
GALVANIZED STEEL,015" SKIN WI URETHANE FOAM CORE.
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
7. GLASS MEETS THE REQUIREMENTS OF ASTM! E1300-12AE1
SHIM SIZE OF V4 INCH. SHIM WHERE SPACE OF 1116 INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
GLASS CHARTS.
OF HIGH DENSITY PLASTIC OR 8ETTER.
R. DESIGNATIONS *X* STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
O: FIXED PANEL
9. HARDWARE:
A. HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM
B, LATCH LOCK: KEYED
C. DEAD BOLT: SINGLE CYLINDER
10, SEE SHEET 1 FOR DESIGN PRESSURE CHART.
E INSTALLATION DETAILS DESCRIBED HEREIN ARE
11. IF WATER INFILTRATION REQUIREMENT EXISTS, UNIT
NERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
MUST BE INSTALLED BENEATH AN OVERHANG MEETING
R A SPECIFIC SITE IF SITE CONDITIONS CAUSE
THE CURRENT EDITION OF THE FLORIDA BUILDING
ITALLATION TO DEVIATE FROM THE REQUIREMENTS
CODE- BUILDING AND RESIDENTIAL VOLUMES.
TAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT
ALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
rH THIS DOCUMENT.
DESIGN PRESSURE RATING (PSF) IMPACT RATING
-!ERE WATER INFILTRATION WHERE WATER INFILTRATION
MOUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE
SEE GENERAL NOTE 11 �66 !-56
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS AND GLAZING DETAIL
4
HORIZONTAL CROSS SECTIONS
1, ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
14GA MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
'ANCHOR SCHEDULE' THIS SHEET.
0
07
0
m
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
Q
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
co
INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED
IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
W c
'ANCHOR SCHEDULE' THIS SHEET.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL
r�Gl s
A C4
c� 0. W
OR HAVE A CORROSION RESISTANT COATING.
p V.
O 0 CQ N
Q Q,
H
X
t--I
w
ANCHOR SCHEDULE
SUBSTRATE
DOORFRAME
TYPE
SIZE
MANUFACTURER
AND/OR
EMBEDMENT
EDGE
DISTANCE
ANCHOR CAPACITIES
TYPE
SPECIFICATION
(IN) "'
(IN) OkPI
BASED ON
SHEET
MIN 3
AaETAL;STEEL
THREADS
TUBING 74 GA
FIN {Z-9.AR)
PAN HEAD
NO. B
ASME 818.54
PAST INSIDE
V8"
MIN. 33 KSI YIELD
MIN
{TAPPING SCREW)
SURFACE OF
STRNEGTH
THICKNESS
SUBSTRATE
ANSI 818,8.1
2X WOOD
(WOOD SCREW,
WOOD `VATH A MINIMUM -
FRAMING
FIN {Z-BAR)
PAN HEAD
NO. B
OR
1"
1;2"
SPECIFIC GRAVITY OF
ASME B 18.6.4
0.42.
I
(TAPPING SCREW)
NOTES:
1) FOR 10=0 OR TAPPING- SCREE-NS E SPLITTING G A CONCERN DRi1L 0.082- PILOT HOLE {DRILL SIZE 45).
21 EDGE DISTANCE LSk SURED FROM ETTM�2 SIDE CF ANCHOR TO EDGE OF SLSSTRATE
Robert J, Amoruso, RE.
FL P.E. No. 49752
Digitally signed by
Robert J Amoruso
Date: 2021.02.18
12:05:42-05'00'
B:
MA
FF
HE
m
QR I IA' I.AA V n A
ELEVATION
EXTERIOR VIEW'
#8 x 318' WOOD
i SCREW
E1 fRY DOOR
STRIKE DETAIL
WOOD FRA}R: SU'RSTRATE
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. 41' 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 3i4' SCREWS (TYP.)
48 TAPPING SCREW.
SCREW MUST BE OF
SUFFICIENT LENGTH TO
( PENETRATE(3)THREADS
i MINIMUM BEYOND STEEL
TUBE,
E\TRY DOOR
STRIKE DETAIL
STEEL TURM; <hMMM,
h1� 3'
6" MAX.
(TYP.)
P4C.
-
MAX. (TYP.)
O�
6"MAX.
O.C. (TYP.)
VJ X
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 14.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED 6'
MAXIMUM O.C.
2. MIN110UM NUMBER OF ANCHORS IN HEAD AND SILL
IS 6. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 6' MAXIMUM O.C.
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00
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a
W 4
Robert J. Amoruso, P.E.
FL P.E. No.49752
aS•�`'i�amL...`G
tip wf.1xr*,Z2.
Digitally signed by
Robert J Amoruso
Date: 2021.02.18
12:06:18-05'00'
1" MIN. EMBEDMENT
#8 WOOD SCREW
INSTALLATION ANCHOR
2X WOOD FRAME
(BY OTHERS]
112" MIN.
SEALANT TAPE TO BACK EDGE DIST.
SIDE OF MOUNTING FIN
1f4' MAX SHIM
EXTERIOR ; INTERIOR
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)
p
am
O
I
�
i
o
E
EXTERIOR INTERIOR
SEE GLAZING DETAIL
ON THIS SHEET
E
w�
VERTICAL SECTION
WOOD FFW41E S�RSTRATF,
D VERTICAL SECTION
a
STEEL TUBLtiG SUBSTRATE
�a
#8 x 1 1t2" OVAL HEAD
SCREW
O
�i a
0ci
1 /
\
EXTERIOR
(I INTERIOR
a
EXTERIOR
INTERIOR
t -1f8'TEMPEREDGLASS
EXTERIOR INTERIOR
w
GLAZING DETAIL
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
1/4" MAX SHIM
tEALANT TAPE TO BACK 3/8" MIN.
��� SEALANT TAPE TO BACK EDGE DIST.
SIDE OF MOUNTING FIN SIDE OF MOUNTING FIN
2X WOOD FRAMEE V2" MIN'
(BY OTHERS) EDGE DIST. THREE (3) THREADS #8 TAPPING SCREW
MIN. PENETRATION INSTALLATION ANCHOR
1" MIN. EMBEDMENT---- #8 WOOD SCREW
INSTALLATION ANCHOR'
VERTICAL SECTION C VERTICAL SECTION
WOOD FR.a\rE SUBSTRATE 0STEEL TUBLtiG SUBSTRATE
RobertJ. Amoruso, P.E.
FL P.E. No. 48752
.Qi'X•.
Digitally signed by
Robert J Amoruso
Date: 2021.02.18
12:06:31-05'00'
0
1i4' MAX SHIM
1J4' MAX SHIM
112" MIN. EDGE DIST.
1/2' MIN. EDGE DIST.
2X WOOD FRAME
(BY OTHERS)
2X WOOD FRAME
(BY OTHERS)
#8 WOOD SCREW
SEE GLAZING DETAIL
INSTALLATION ANCHOR
ON SHEET 3
#8 WOOD SCREWINSTALLATION
ANCHOR
INTERIOR
INTERIOR #8 X 314" SMS
1' MIN.
EMBEDMENT
/
EMBEDMENT
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
EXTERIOR
EXTERIOR SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
>� t HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
14 GA. MIN, SQUARE
318" MIN. EDGE DIST. (. STEEL TUBING (BY
I OTHERS)
#8 TAPPING SCREW
INSTALLATION ANCHOR \ r--1 INTERIOR
THREE (3) THREAD
MIN. PENETRATION
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN EXTERIOR
r_ \ HORIZONTAL SECTION
STEEL TUBING -SUBSTRATE
9
F HORIZONTAL SECTION
WOOD FRAME SLU; STRATI
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS) 3J8" MIN. EDGE DIST.
INTERIOR #8 TAPPING SCREW
#8 X 3J4" SMS,1L INSTALLATION ANCHOR
THREE (3) THREAD
MIN. PENETRATION
EXTERIOR SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
(H)-HO RIZONTAL SECTION
STEEL TUBING SUBSTRATE
a
O
Z.?
Z
H og
a
od a w zw
(Yi 4110 Z z
d
04
A
c �JI Z
rrryyy W7:
O
►4
W _
Robert J. Amoruso, P.E.
FL P.E. No.49752
Digitally
signed by
Robert J
Amoruso
a " � Date:
2021.02.11
12:06.45
-05,00,
WN-1 "I
I aw,
Elixir Door and Metals Co.
1215 Pope Dr.
Douglas, GA 31533
Attn: Randall Yarberry
AAMA CERTIFICATION PROGRAM
An FGIA Product Certification Program
AUTHORIZATION FOR PRODUCT CERTIFICATION
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.
SPECIFICATION
AAMA ALTERNATE DOOR
CERTIFICATION PROGRAM
RECORD OF PRODUCT TESTED
ASTM E330-14
DP = ±50 psf
STP = ±75 psf
COMPANY AND CODE
CPD NO.
SERIES MODEL S PRODUCT
DESCRIPTION
MAXIMUM SIZE TESTED
Elixir Door and Metals Co.
407 VINYL LAMINATED
Code: EXR
19345
OUTSWING DOOR
FRAME
LEAF
(AL)(ST)(X)
37" x 6'10"
3'0" x 6'8" x 1-1/2"
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-20-167
Date of Report: September 28, 2020
(Validator / Operations Administrator)
ACP-04 (Rev. 2/20)
Evaluated for Certification: January 28, 2021
A 4�tt-
A(!oci ted Laboratories. Inc.
Authorized for Certification: January 28, 2021
Fenekhtion and Glazing Industry Alliance
ELIXIR DOOR & METALS CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
INSTALLATION ANCHORAGE DRAWING
ENERAL 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'I'HE DESIGN
PRESSURE(S) STATED HEREIN.
1. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT
CONSTRUCTION CONSULTING LABORATORY REPORT 0
CCL-19-167 AND ASSOCIATED LABORATORY STAMPED
DRAWINGS.
I. TESTED TO ASTM E330-14.
ADEQUACY OF THE EXISTING STRUCTURAL 2X 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.
1X 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.
5.IN AREAS WHERE VANDBORNE DEBRIS PROTECTION
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
WINDSORNE DEBRIS REGIONS IS MANDATORY FOR THE
PRODUCT HEREIN.
6. FRAME MATERIAL: ALUMINUM ALLOY 606346
DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED
GALVANIZED STEEL.015' SKIN W/ URETHANE FOAM CORE.
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-12AEI
8. DESIGNATIONS'X' STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
O: FIXED PANEL
4. HARDWARE:
A HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM
B. LATCH LOCK: KEYEO
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 ANDRESIDENTIAL VOLUMES.
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
WHERE WATER INFILTRATION
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
REQUIREMENT IS NOT NEEDED
NONE
SEE GENERAL NOTE 11
•501.50
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4 IHORIZONTAL
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 V4 INCH. SHIM WHERE SPACE OF 1116INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BET TER.
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
14GA. MINIMUM STEEL FRAMING SHALL BE AS SHCWN IN
'ANCHOR SCHEDULE' THIS SHEET.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE 10
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
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ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION
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INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
E-+ 2)
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
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'ANCHOR SCHEDULE' THIS SHEET.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
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MUST 8E MADE OF CORROSION RESISTANT MATERIAL
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ANCHOR SCHEDULE
SUBSTRATE
DOORFRAME
TYPE
SIZE
MANUFACTURER
AND;OR
EMBEOh1ENT
EDGE
DISTANCE
ANCHOR CAPACITIES
TYPE
SPECIFICATION
(IN) (1)
(IN) ('1 ib
BASED ON
SHEET
M€N: 3
METAL'STEEL
THREADS
TUBING 14 GA.
FIN (2-BAR)
PAN HEAD
NO.B
ASME B1 S.4
o".
PASTlNS!DEsi8"
"2N. 33 KSI YIELD
'11N.
ITAPPING SCREV -1)
SURF -ACE OF
STRNEGTH
THICKNESS
SUBSTRATE
ANSIBIS.6.1
2XWOOD
NVOOD SC REVVl)
MOOD LNITH A MINUMU M
FRAMING
FIN IZ-BAR;
PAN HEAD
NO S
OR
1"
1,7
SPECIFIC GRA%ITY OF
ASIME B18.6.4
0.42.
(TAPPING SCRE:*e
NOTES:
11) FOR 1A1OOD CR TAP. !NC SCRPHS IF SFLT'ING IS A CO`Y nk DRLL 0 C32' PLOT RULE (DRILL SIZE 451
21 E)GE DISTANCE "EASLRM F12C A EITHER SIDE CF A^ICHOR TO EDGE or SUBSTRATE
Robert J. Amoruso, P.E.
FL P.E. No. 49752
Digitally signed by
Robert J Amoruso
Date: 2021.02.18
12:08:03-05'00'
t
82 114"
MAX. O.A.
FRAME
HEIGHT
38;" MAX. O.A.
FRAME WIDTH
36" MAX.
DOOR PANEL
WIDTH
B D
3 3
ELEVATION
EXTERIOR VIEW
#8 x 3/8" WOOD
Ii SCREW
I (
ENTRY DOOR
STRIKE DETAIL
ROOD FRAME SL`RSTRATE
6" MAX.
O.C. (TYP.)
4' MAX. (TYP.) � (.�-- (..-- 4" MAX (TYP,)
3" MAX. (TYP.) -
LOCK ASSEMBLY IS LOCATED APPROX:
3T ABOVE BOTTOM OF DOOR LEAF
AND THE DEAD BOLT ASSEMBLY
APPROX. 41' ABOVE BOTTOM OF DOOR
LEAF. SEE STRIKE DETAILS THIS
SHEET.
FOUR HALF HINGES, 3"
AND 21' FROM EACH
END OF THE DOOR
PANELSECURED
BY#8 X 3/4" SCREWS
(TYP-)
I
i #8 TAPPING SCREW.
( SCREW MUST BE OF
SUFFICIENT LENGTH TO
PENETRATE(3)THREADS
i MINIMUM BEYOND STEEL
1 I TUBE.
y
ENTRY DOOR
STRIKE DETAIL.
STEEL TLRIN7: SURSTRAIF
3" MAX. (TYP.)
6" MAX
O.C. (TYP.)
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS 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.
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Robert J. Arnoruso, P,E,
FL P.E. No, 49752
Digitally
signed b
" Roberti
Amorusc
'Date:
2021.02.
12:08.47
-05'00'
1" MIN. EMBEDMEI
2X WOOD FRAME
(BY OTHERS)
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
EXTERIOR
#8 WOOD SCREW
INSTALLATION ANCHOR
INTERIOR
f n� VERTICAL SECTION
11'QOD FRA\IE SUBSTRATE
EXTERIOR INTERIOR
112" MIN.
EDGE DIST.
114" MAX SHIMJ
114" MAX SHIM
I
i
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN-----112"
MIN
2X WOOD FRAME
k18WOODSCREW
EDGE DIST.
(BY OTHERS)
V MIN. EMBEDMENT--
INSTALLATION ANCHOR
VERTICAL SECTION
, OD FRAME SUBSTRATE
THREE (3) THREAD
MIN. PENETRATION #8 TAPPING SCREW
INSTALLATION ANCHOR
SEALANT TAPE TO BACK 318" MIN.
SIDE OF MOUNTING FIN [—EDGE DIST.
I
`14 GA, MIN. SQUARE
STEEL TUBING (BY
OTHERS)
EXTERIOR ImINTERIOR
n VERTICAL SECTION
\ J STEEL TI BENG SUBSTRATE
EXTERIOR INTERIOR
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
I�
318" MIN.
SEALANT TAPE TO BACK EDGE DIST,
SIDE OF MOUNTING FIN
98 TAPPING SCREW
THREE (3) THREAD INSTALLATION ANCHOR
MIN. PENETRATION
VERTICAL SECTION
STEEL TUBING SUBSTR.!
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Robert J, Amoruso, P.E.
FL P.E. No. 49752
)igitally signed by
(obert J Amoruso
)ate: 2021.02.18
2:08:59-05'00'
N
1/4' MAX SHIM
n
114" MAX SHIM
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112' MIN. EDGE DIST.
I
1/2' MIN. EDGE DIST°
2X WOOD FRAME
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(BY OTHERS)
2X WOOD FRAME
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(BY OTHERS)
#8 WOOD SCREW
INSTALLATION ANCHOR INTERIOR
INTERIOR
WOOD SCREW
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INSTALLATION ANCHOR
#8X314"SMS
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EMBEDMENT
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14 GA. MIN. SQUARE
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STEEL TUBING (BY
OTHERS)
318" MIN. EDGE DIST.
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#8 TAPPING SCREW INTERIOR INTERIOR
I
INSTALLATION ANCHOR
#8 X 314" SMS
#8 TAPPING SCREW
INSTALLATION ANCHOR
2
THREE (3) THREAD
MIN. PENETRATION
THREE (3) THREAD
MIN. PENETRATION
Robert J. Amoruso, P.E.
EXTERIOR
SEALANT TAPE TO BACK EXTERIOR
SIDE OF MOUNTING FIN
FL P.E. No. 49752
SEALANT TAPE TO BACK
11.1-1111,
'`'
SIDE OF MOUNTING FIN
G HORIZONTAL SECTION
(�uV)HORIZONTAL
SECTION
STEEL TUBING SUBSTRATE'
STEELI'UBI\G SUBSTRA"rC;
Digitally -signed by
Robert J Amoruso
Date: 2021.02.18
12:09:10-05'00'