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REVIEWED FOR
CODE COMPLIANCE
ST- LUCIE COUNIY BO
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Code version
2020
'FLO
ppile6t1ofi Type
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ProducManufactufer
17996
c w_
gory
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ry
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; .. .
,Qbblity Assurance Entity
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tdftliinte Method
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ALL
i
Product Model, Aurn,66r�orNbrrl 6
ALL
QU614'Ass6rance tntity 6intract'Upired
:ALL
..Uct
Approved, for use in HVHZ
.ALL:
PrddUd bescrlption
Approved for use outside HVHZ
ALL
;Impact Resistant
ALL
Design PressureALL.
Other
ALL
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FL!Type Manufacturer
V_arida.ted By'
I Sat
EL226:Revision Elixir Door and Metal Company Amerlcan Architectural Manufadtureed Approwvge'
dR2 Category: Exterior Doors AssociationHistory Subcaegby: Swinging 9xteelbrDoor �847)-3C0-5859AsseMblies Ap5r;1—le j, V�y B P R'. A p p s,by D B P R Th�;l 1-6 e��evje �a-
and raFireo yit�j'FdC �W j�
�;Z�Wthe Commission If necessary.
Contact 2601 Blak Sfone Road ll—Ails1hasseeil- Ptldn6' 8S6467-`1 N
The siate'of Florida Is an AVE6 employer. 0 Cop_V Ulhl �2001-20 13'Siate of'Florida Rrivacv, �tstdr��6t,:: Accessibility Statement ,Refund Statement
under'Oloridajaw, email addresses are public' records. If you do n6t'want ybur'6-mall address released In response to a Pu'bllc-records roUdst 'd'*
mail to this,,entity.'Instdad, contact the officeby phonb,or by.triditionalrnail. If You have any questions, please contact'850.487.1395. o not send electron c
Tlorlda statutes, effective October 1, Mi2, ilcerseeslicented under Chapter'455, Rs. must proVlde� the Depart "Pursuant to Secilon 455.275(l)
provided may be used for'official communication with'the licenseeAowever'email S I I Mehi with'6n email address If thei have one. The email)
p,6vIde theDepartment with' an email addressmhich can be made available
' addresses are Public reco�d. If you do not wish to supply a personal address, please
e to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Pi6dticiAoprova[Acceots:
'Credit t"#rd
'Safe
secitritym
"Surnmar Products
f
FL 4
Model, Number or
1 i7959 �9
6.,1
SOH.ds20220S'Ste(
Limits of Use.
Apt M
Approved
for use ln'VHZ` No:
4providd foe,,6s4 out
side HVHz: Yes
'11116p6ttResistant: ,No
Design pressure: +38.7/32
`Other:
1,7996:2 Series ' '
2-30 W9 Ste
Linflitt'bf Use.
"Approved for,use"in HVHZ: No,
Approved for *use'66tWde HVHZ- Yes-
irfi#gitt Reiiija
nt::Nb
s +25.3/-25,1
Other:
1795153 ��ekii �402_51-4
thnits of use
Aporbve,d.for useln HVHZ-No
Approved for use dutiIdil e1qVk;j.:`y
linpact-Resistant:'No.Design '
Pressure; +66/-96
bther:
.1 Series 402-265
IuFniis'of Usit
Ap!,Proved 'd'
for use in HVHZ- No
A r use'ou d
iprol6d -f� tso ' e HVHZ: Yes
p
N
TMpact Resistant- 0
.De' sign pre
ssure:, +6 -56
j S&ies 407
_1—
P1111 "VHZ:'N'
" Outtildiii-WHI: Yes:
t- No
Description
'Series."o2-'26s -Steel O.S. 666� tq/ Vertical SIlder Window
�
on
ce p ion'Date
istructloos;
[IELIX0034 R6V.;Q Model 202--26�
b6rt TA_mj_oruso. PE FL PE No. 49
epqlndeht Third Party:' yes
O..'§-boor'w/ Cottage Window
Y 'C'
I ertiff6ate,
19346 Elixir =.-23049 6S!Dc
Contract Eipiration Date
Mul-at. j. mmoruso, ft,M PE NO49752
created by. .1ridep6riden't Third Party-yeg
Evaluation`Reports
fL.17996 A2,AE PER 164
.7� ' - - - I �_ I", Av� dv4 ss.pdf.
Created by Independent Third Pafty: Yes
nyl.Steel, OUt-:Swlhlglq,,g Regular, Door - 14" x 14"'Wind6w
CeetifkkionAgenty CeirtificAtjj
'-A17996_42 C. CAC'° 34_9 Elixir - 462;1�4 0§ poor (L
"ASTM Jam., 2021 cpdf bj,
'CiAtrattlEkpirition.bate
�arill��J i=suran it
48/26/2 025
Inshill3tjoh Inste.tidions
'FL1:7596 '.R2 E"LfXO05'08EV�B-'_OS'MODEL 402 14 'ss.
pdf
Verified By: Robert.j. Amoroso, PE FL:PE'No.49752
crea-ted by lnqeoohdent Third Party:: Yes
Eva'luiati on Reports
FI-17096 R2 AE PER
. 251 'Rev3 ss.p6
Created by Independent Third Party.- Yes,
YihVl-'Steel,Outswinging Regular Door - --slider window
C61ritifi6fibn Agency . C6rtifieabd
EL17966R2.0 CAC' 19358 Elixir-,,462_20S Door qu
-ASTM ]an. 2021 Add
Quality Assu
rance Conteidct'Expl
r0tion Date
b8/26/2025
3[nSta Ilation Instructions
LL17996 k2 'IT IiiX0051 REV OS MOOREL 40226S §s,.bdf
Verified By: Robert ,J.,Amoruso, PE FL PE No. 49752
Created by "Independent Tjjj'yd,p - y.
Evaluation Reports,
:FL1799& R2- AE :PER, � "51. RdVj tss:r)df
Created by- independent Third Party: Yes
,Vinyl tie6j.OUt--SWin4 k jul
ar'Qoor blbhk(n6 Window)
c,eI rtifi'ca tion ,Agen -cy'ert'ificate#L179 6 R2 ;C 'CAC 1'9345
`Elixir 467OSDoor �.Ijb
Jan.
j-2M., df
Quality ,Asturaince_tontrajct E)(Oiiationbate
6' 192025
instalI at, joij.jristir6citions
�FL17996 R2' ft' tdkob,52'REV-B, 08- MObELL.A07 ss
pdf
,I,,1enfh,!iJ By:Robert i"iruso % ri
I : I PE FL No,. 4§152
'-Created by lhcl&pendent, Third Party:. ye -
A
AAMA CERTIFICATION PROGRAM"
An FGIA Prcidikt
CeftielcationPrograrh
4
WO, :
AUTHORIZATION FOR PRODUJQTCEIITIFiCATION
Elixir Door'and M etals" Co.
4215 Pope Dr.;
Douglas; GA 31533
Attn: 'Randall Ya' rberr)
This auihorizati8his based on the successful completion of tests, and the reporting'to the AAMA Valfdaior6f the rdsults'of
AAMA Accredite'dIaboratory. the, product informationadded
the-tesits by. an
edt6theh&xtbpdjteoftheAAMA'it p'
C I ifiled'Pe6du6tsbirectory..
SPECIFICATION
AAMA ALTERNATE DOOR'
CERTIFICATION ICATION PROGRAM
ASTM b3044
'DP 7. +611,46,psf
`STP'='+99_, 4'4,psf
COMPANY AND CODE
Elixir Door and Metils, Co.
Code:EXR
RECORO-OPIPROW& TESTED
+CPD'NO. 'SERIES MODEL & PRODUCT
DESCRIPTION
-46244-VINYLLAMINATED
16349 OUTSWING DOOR
(FIXED INSERT WITEMP 0L)
'MAXIMUMrSIZE TESTED
LEAF
FRAME 390'1�x 6'8",k 1-1/2"
$7'x 61011 FIXED INSERT
170 x 1 '12" '
This ,Ceitific8tionwill .expire -August 26,1025 and requi'res ', validation
at tilFthen by continued listihj i- th
Products D' n e current AAMA Certified
Directory.
Product, tested and Reported by: Cofittnidtlori'00fisufting L
abdratdry
Report No..: `ItCLm20.165
Date of Report: Se0t6mber 28,'2620,
(Validator 1 Opp'ns io' I nat, ministrator)
ACP=04, (Rev:,
2/20)
-Evaluated f6r,C6rtJfjcaifion: January 28, 2021
A oci t6d Lab8iratories,Inc.
4.6"L
Authorized-for Certification: January" 28, 2021
Fene tiorrand Glazing IndustryAlliance
ELIXIR DOOR & METALS C:O.
MODEL .402-14 NON -IMPACT OUTSWING
VINYL: LAMINATED STEEL DOOR
INSTALLATION. ANCHORAGE DRAWING
eNERALNOTES:
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,
PRESSURES) STATED'HEREIN. "' -
THE PRODUCTDETAILS CONTAINED HEREIN ARE BASED
_UPON SIGNED AND SEALED TEST REPORT
CONSTRUCTION' CONSULTING LABORATORY REPORT #.
CCL-19-.165 .AND ASSOCIATED LABORATORY STAMPED
'DRAWINGS.
TESTED TO,ASTM, E330.14.
±DEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
)R STEEL FRAMING AS:A MAIN WIND FORCE RESISTIN.G-
iYSTEM CAPABLE OF WITHSTANDING AND
-fRANSFERRINGAPPUED PRODUCT LOADS TO THE
iOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
9R ARCHITECT OF RECORD. "
5.IN AREAS WHERE WINDBORNE DEBRIS PROTECTION
REQUIREMENTS EXIST USE OF AN IMPACT PROTECTIVE
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
: WINDBORNE DEBRIS REGIONS 1S MANDATORY FOR THE
PRODUCT HEREIN.
6. FRAME MATERIAL: ALUMINUM ALLOY6063-T6
• DOOR PANEL MATERIAL:,09MIL VINYL LAMINATED
GALVANIZED, STEEL.0.15' SKIN W1. URETHANE FOAM CORE.
7. GLASS MEETS. THE REQUIREMENTS OF ASTM El30042AE1
GLASS. CHARTS,*
8. DESIGNATIONS -X-. STAND FOR.THE FOLLOWING:
X OPERABLE PANEL.
'Q: FIXEOPANEL
•X-AND2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
9.. HARDWARE:
A HALF HINGES: (4) 6063•T6 EXTRUDED ALUMINUM
.
:WCHORED. TO PROPERLY�TRANSFER ALL LOADS TO THE
B: ;LATCH LOCK: KEYED.
ITRUCTURE. BUCK DESIGN AND. INSTALLATION IS THE
C. DEAD BOLT: SINGLE CYLINDER-
. .. .. _
;IESPONSIBILITY OF THE,ENGINEER�OR ARCHITECTOF
.. .. _
:IECORD.
10 ,SEESHEET7 FOR DESIGN,PRESSURE CHART.
HE INSTALLATION DETAILS DESCRIBED HEREIN ARE
iENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
11. IF WATER INFILTRATION REQUIREMENT EXISTS, UNIT
MUST.BE INSTALLED BENEATH AN OVERHANG MEETING
OR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
. THECURRENT EDITION OF THE FLORIDA BUILDING ' -
ASTALLATION TO DEVIATE FROM THE REQUIREMENTS
-CODE- BUILDING AND;RESIDENTIAL VOLUMES,.
ETAILED: HEREIN, ALICENSED ENGINEER OR ARCHITECT
HALL PREPARE SITE SPECIFIC DOCUMEyrs FOR USE:..
!ITH-tkS DOCUMENT. _
DESIGN,PRESSURE RATING (PSF) IMPACT RATING_
VHEREWATER INFILTRATION. WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE
SEE,GENERAL NOTE 11 +66/.56
TABLE; OF CONTENT
SHEET
'DESCRIPTION
i
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING. LAYOUT .. _ .. -
3
VERTICAL CROSS SECTIONS AND GLAZING 'DETAIL
4
HORIZONTAL CROSS SECTIONS
'INSTALLATION NOTES:
L. ONE (1) INSTALLATION ANCHOR ISREQUIRED AT;EACH
ANCHOR LOCATION. - - _
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
ARE THE MINIMUM NUMBER OFANCHORS 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 1141NCH. SHIM WHERE. SPACE OF 1/161NCH
OR:GREATEROCCURS: SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER,'
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
fi4G0.:MINIMUM STEEL FRAMING SHALL BE AS;SHOWN ;IN
'ANCHOR SCHEDULEE' THIS SHEET.'
10,
,5. MINIMUM EMBEDMENT AND• EDGE DISTANCEEXCLUDE" 0
WALL FINISHES, INCLUDING our LIh11TED TO
.STUCCO, FOAM, BRICK VENEER AND SIDI -
. _ .... _ NG:. I
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR h1ANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL:
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED _I.N THE
'ANCHOR SCHEDULE' THIS.SHEET.
.7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING.
ANCHORSCHEDULE
SUBSTRATE..
DOORFRAME
TYPE
-
TYP
....E
SIZE.,
MANUFACTURER
<ANDlOR
EMBEDMENT
EDGE
:DISTANCE'..
ANCHOR CAPACITIES
SPECIFICATION
(IN) ('.1
BASED ON
SHEET
MIN. 3
METALISTEEL
THREADS
TUBING 14 ;GA
FIN.(Z-BAR)
PAN HEAD '
N0:8,
ASME.B18,6.4
PASTINSIDE
3f8`
MIN. 33'KSI YIELD
MIN.
(TAPPING SCREW)
SURFACE OF
STRNEGTH
THICKNESS
SUBSTRATE.:
ANSI B18.6,1
2X WOOD
FIN (t
Z BAF-PMHEAD
NO_8
(WOOD SCREW)
ORFRAMING
WOOD WITH A'hANIb1UM
12
'SPECIFICGRAVITYOF
ASME1316.6.4
OA2
_
(TAPPING SCREW)
...: .
-
- -
-
1}.FORNmODORTAFPWGSCREWS.IFSPLITTWGIS.ACONCERN, DRILL 0.082'PILOT HOLE(DRILL SeE45).
2) EDGEDISTANCE MEASURED FROM ERHER:SIDE OF ANCHOR TO EDGE OF SUBSTRATE.
ea „
9 4 L.,I✓1:.3:
Digitally sigged.by
Robert Amoruso
Date:2021.02.18'
12:05:42-05'00'
82-1/4' 80"
MAX- O.A: MAX:
ELEVATION
EXTERIOR YIEW'"
4" MAX:{TYP:j.
MAX D.L.O. 13'X 13'
(]4' )(14''INSERT;SIZE).
'';MAX. (TYP.)- T
LOCK ASSEMBLY .IS'LOCATEDAPPROX .
'37 ABOVE BOTTOM OF DOOR LEAF
AND THE DEAD.BOLT ASSEMBLY
APPROX.LE41`=ABOVE BOTTOM OF -DOOR
AF::SEE STRIKE DETAILS THIS
SHEET:
r 3' MAX. (TYP.).
FOUR HALF HINGES;31-AND
21"FROM EACH END OF THE
DOORPANEL SECURED
BY48 X 314":SCREWS (FYP.)
6" MAX;
4' MAX. (TYP.)
6' MAX
O.C. (TYP)
O X
`SILL ANCHOR SPACING
"SAME AS HEAD,SPACING.
ANCHOR LAYOUT
EXTERIOR VIEW;
ANCHORING NOTES:
/ I. MINIMUM NUMBER OF ANCHORS IN JAMBS'IS -4.
I } / ANCHOR SPACING VARIES,°BUT NOT TO EXCEED 6-
I MAXIMUM.O:C,
)' 1 I #8 TAPPING SCREW., Robert J. Amoroso;
08 x M/ WOOD I SCREW MUST BEOF 2; MINIMUM NUMBER OF ANCHORS IN HEAD AND: SILL FLP P.E. No 4so, P.E.P
SCREW I SUFFICIENT LENGTH TO IS 6. ANCHOR SPACING VARIES,"BUTNOTT.O
PENETRATE 3 THREADS '
( () EXCEED 6' :MAXIMUM O.C.
II I MINIMUM BEYOND STEEL 1
1 / TUBE, y
` i't {_
:E�iTRYDOOR F�ITRY DOOR,.
_... ._..
STRIKE DETAIL STRIKE DETAIL DIQItaIIy SI jf1E?Ci by
t5'WDFXAAIESL'DSTRATE STEELTURI\G SU057MTF. RObEit J AiTiO rUSO
Date. 2021.02.1:8
12:M 18-05'00'
1' MIN.:EMBEDMENT
2X WOOD FRAME
(BY OTHERS)
SEALANT TAPETO BACK--
SIQEOF MOUNTING FIN
48 WOOD:SCREW
.INSTALLATION ANCHOR
1/2' MIN.
EDGE DIST:
114'
EXTERIOR I I INTERIOR
SEE GLAZING DETAIL
�;ON,THISSHEET
r \' VERTICAL SECTION
WOOD FRA�tE,SUBSTRATS
EXTERIOR, INTERIOR
MAX SHIM.
SEALANTTAPETO BACK
SIDE OF MOUNTING FIN,
2X WOOD FRAME 1/2' MIN;
(BY OTHERS). -
EDGE DIST.
"I' MIN. EMBEDMENT ---� #g WOOD SCREW
INSTALLATION ANCHOR
��V RTICAL SECTION
WOOD FRAME SUBSTRATE:'
#8x 1 1/2",OV.AL HEAD
SCREW
I- I
EXTERIOR "
INTERIOR
-4-178' TEMPERED GLASS
GLAZING DETAIL
THREE(3)THREADS
MIN. PENETRATION
SEALANT TAPE TO BACK,.
EXTERIOR
#8 TAPPING SCREW
INSTALLATION ANCHOR_
. 3/8`MIN.
yr EDGE DIST,
�-14 GA. ,MIN . SQUARE_
STEEL TUBING.(BY'
OTHERS)
INTERIOR
VERTICAL SECTION
u STEEL TUBING SUBSTRATE
EXTERIOR INTERIOR
1,4 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS) 1
318' MIN,
Q
.SEALANT.TAPE TO BACK
-EDGE DIST. "
Robertl Amoruso,'P.E.
SIDE:OF MOUNTING',FIN: -
FLP.E. No: 49752
THREE (3) THREADS'INSTALLATION
#8 TAPPING SCREW
ANCHOR
'S
MIN PENETRATION
�[ y
Digitallysigriedby
C ,rVERTICAL SECTION
Robert J Amoruso
STEEL TUBL\G SUBSTRe\TE
Date: i021.02.18
1.2 06:31-05'00''
--
1/4' MAX SHIM. 714^-MAX SHIM - -
'1/2' MIN. EDGE DIST,
112' MIN.,EDGE.OIST. �
2X WOOD FRAME ro
(BY,_OTHERS) 2X.WOOD FRAME o
(B.Y OTHERS)
cn
#8 WOOD SCREW - SEE GLAZINGDETAIL .98 WOOD SCREW a �
INSTALLATION ANCHOR ON SHEETS b z
,INSTALLATION ANCHOR:
INTERIOR INTERIOR g
#8 X 3/4':SMS
\ m
1' MIN: .. -
EMBEDMENT /
EMBEDMENT � .�
C)
SEALANT TAPE', BACK, Z i
SIDE OF -MOUNTING FIN EXTERIOR SEALANT TAPE SO BACK z N $
EXTERIOR $IOE OF MOUNTING FIN, a N p w
t3o 3 a t
E- t o0
W �-.9
HORIZONTAL SECTION-. s aW �''�
E )voOD'FR 1CrI13sUBSTRATG (D—HO
RIZONTAL SECTION a'.0 m�ii-WOOD ERRSIE SUBSTRATE �W -p - - a. rA ZOhW-
A., zZ..
C) �. NS
14 GA MIN SQUARE Q o vZ
q J_ ,y
318'MIN. EDGE,DIST. STEEL TUB.ING14 GA. -MIN. SQUARE ,(BY STEEL'TUBING (BY.' .
y
OTHERS)' OTHERS)' - 3/8" MIN! EDGE DIST.. �—. #8 TAPPINGoSCREW �
INSTALLATION ANCHOR INTERIOR. r--r
f� INTERIOR #8 TAPPING SCREW o
f l , _. __ ..INSTALLATION ANCHOR,
THREE-(3)THREAD
MIN. PENETRATION THREE (3)THREAO
MIN_ PENETRATION
SEALANT TAPE TbBACK EXTERIOR SEALANT TAPE TO BACK
SIDE:OF MOUNTING FIN _ EXTERIOR
Robert J, AmorusO; P.E,
�01 P.E. No.49752
(�
HORIZONTAL SECTION HORIZONTAL SECTION Digitally:
STEELTUB►NGSUBSCRATE � STEEL TUBING SUBSTRATE SIgfl2Clby
Ro
m
Date: i
2021.02:1 !
12:06:45
-05b0' i
FG-:I
A
'Elixir Door and Metals Co.
1215 Pope Dr.
Douglas, OA!31533
Attn: Randall Yirbdrry'
-AAMA CERTIFICATION PROGRAM
0 A
,An.FGIA Pr6dbot CeftificailonPrqgrant
AUTHORIZATION FOR PRODUCT CERTIFICATION
This Outholizatioh'is based on the successful "completion of tests, and the reporting to the AAMA,,Y61idait6r of the results, of f the, tests by an
AAMA Accredited'L'a'bordfdry.'Th'6-0'roouct inf6rfinaiion below4ill be added to the hekt'dodat6of theAAMA:Certifi-e d Products Directory..
,SPECIFICATION
q
AAMA-ALTERNATt DOOR
CERTIFICATION PROGRAM
.RECORD OF-RRODUCT TESTED
;ASTM E33.0-14
PP ±50 Osf
STP`- ±75 Psf
COMPANY AND CODE
CPD NO.
SERIES m6l)LA`PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
Elixir Door; �'keials:Co.
And
467 VINYL LAMINATED ATED
Cod 6:EXR
19345
-OUTSWING DOOR
FRAME
LEAF
:
(AL)(ST)(X)
-37' 9-610"
-
�TO",xW811x1-1/211
This Certification will expire August'10,,"2026 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 *,2020
t,(Validdtorl,Operations AdMinistrator)
;ACP-04 (kev.,2/-20)
t4uited for Certification:: ,January 26,"2021
o'i ted Laboratories, Inc:
,,Authorized for Certification: January 28, 2021
Fene tiioh 66d Gkizirig, Industry
Alliance
} ELIXIR DOOR & METALS CO -
MODEL 407 NON -IMPACT- OUTSWIN-
VINYL LAMINATED STEEL DOOR
INSTALLATION ANCHORAGE -DRAWING
ENERALNOTES:
THE PRODUCT ANCHORAGE SHOWNHEREINISDESIGNED
TO COMPLY WITH THE. CURRENT EDITION OF: THE
5.INAREAS WHERE :WINDBORNEDEBRIS 'PROTECTION_
REOUIREMENTSEXIST. USE OF AN IMPACT PROTECTIVE;
FLORIDA BUILDING CODE (FBC) EXCLUDING HIGH
SYSTEM COMPLYING. WITH THE FBC'REQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN'
PRESSURE(S) STATED HEREIN:
WINDBORNEDEBRIS REGIONSJS MANDATORY FOR THE
PRODUCT HEREIN.
r THE-PRODUCTDETAILSCONTAINEDHEREINAREBASED
UPONSIGNED AND SEALED TEST REPORT
6.FRAME MATERIAL: ALUMINUM ALLOY 60,63:T6
DOOR PANEL MATERIAL:-.D9.MIL VINYL LAMINATED
_
CONSTRUCTION CONSULTING LABORATORY REPORT#
CCL-19457 AND. ASSOCIATED LABORATORY STAMPED
GALVANIZED:STEEL.015' SKIN WI URETHANE FOAM CORE..,
-
OTEDTO �. TESTED ASTIvi E330�14
7. GLASS MEETS THE REQUIREMENTS -OF ASTM EU6b 2AE1,
.INSTALLATION NOTES-
)'. ONE (1) INSTALLATION'ANCHOR IS REQUIRMAT EACH
C MINIMUM-EMBEDMENTAND'EDGEDISTANCE EXCLUDE,
ANCHOR LOCATION.
WALLFINISHES. INCLUDING BUT NOT LIMITED TO
--- -
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
STUCCO. FOAM,:BRICKVENEER AND SIDING.
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
_ - ,- y
6 INSTA[LATION:ANCHORS SHALL BE INSTALLED IN
' SPACINGS TO BE,USED FOR PRODUCT INSTALLATION-
ACCORDANCE WITH AN,CH.ORMANUFACTUREWS
.
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL,
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR'
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
WITH LOAD. BEARING SHIM(S). MAXIMUM ALLOWABLE
THANJHE.MINIMUM STRENGTH SPECIFIED.IN.THE
SHIM SIZE OF 1141NCH: SHIM WHERE SPACE.OF'11.16INCH
'ANCHOR SCHEDULE- THIS SHEET.
OR GREATER OCCURS. SHIM(S) SHALL BE.CONSTRUCTED_
'ADEQUACY
- -- - -
& DESIGNATIONS'X1 STAND. FOR THE FOLLOWING
OF HIGH DENSITY.PLASTIC.OR.BETTER.• 7. "INSTALLATION ANCHORS AND `ASSOCIATED HARDWARE
OF THE,EcXISTING STRUCTURAL.TX FRAMING:
OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING
X: OPERABLE PANEL
•0: FIXED PANEL
MUST BE MADE OF, CORROSION RESISTANT MATERIAL
4:•ANCH6RS FOR INSTALLATION: INTO WOOD -FRAMING OR OR HAVE A CORROSION RESISTANT COATING.,
SYSTEM CAPABLE OF. WITHSTANDING AND
STEEL
14GA MINIMUM STEEL FRAMING SHALL BE ASSHOWN :IN'
FRAMINEET.
TRANSFERRING. APPLIED PRODUCT LOADS TO THE
9:HARDWAREs'
1ANCHOR:IMUMSCH
_
FOUNDATION IS THERESPONSIBILITY OF THE ENGINEER'
OR ARCHITECT OF RECORD. -
A,. HALF HINGES: (4) fi063=T6'EXTRUDED ALUMINUM -
B. LATCH -LOCK- KEYED
C: DEAD BOLT: SINGLE CYLINDER;
1XAND¢XB(1CKS,(WEiEN USEDJSHALL BE DESIGNEOAND
'
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE.
10.. SEESHEETI FOWOEMGN PREMURE:CHART,
STRUCTURE: BUCK DESIGN AND INSTALLATION IS THE
-
RESPONSIBILITY OF THE ENGINEEROR ARCHITECT OF
I1.i IFWATER INFILTRATION REQUIREMENT EXISTS, UNITMUST
-RECORD..
BE INSTALLEDBENEATHAN OVERHANG. MEETING THE
THE - -- -:
INSTALLATIONDETAILS DESCRIBEDHEREIN ARE ..,,
GENERIC AND MAY NOTREFLECT ACTUAL -
CURRENTEDITION. OF THE FLORIDA BUILDING 'CODE -
BUILDING AND RESIDENTIAL VOLUMES, -
-
-
CONDITIONS
FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS.
.DETAILED HEREIN, 4 LICENSED'ENGINEEWORARCHITECT'
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE.
WITH.THIS DOCUMENT,
'
(
DESIGN PRESSURE RATING PSF). IMPACT RATING
WHERE WATERJNFILTRATION WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE.
SEE GENERAL NOTE ll +501=50;
TABLE OF CONTENT
TABLE OF CONTENT
SHEET
DESCRIPTION
1 ,
GENERAL AND INSTALLATION. NOTES,
2
ELEVATION;: ANCHORING LAYOUT
3
VERTICAL- CROSS. SECTIONS
4.
HORIZONTAL CROSS SECTIONS
ANCHORSCHEDULE'-
SUBSTRATE
DOORFRAME
----
�
SIZE
.h1ANUFACTURER.
-
EMBEDMENT
EDGE
DI
DISTANCE
ANCHOR CAPACITIES '
TYPE
SPECIFICATION
(IN) In
MAk2lE
BASED ON.
SHEET
MIN.3,
METALlSTEEL
THREADS`
'
TUBING1A GA
FIN ( Z-) BAR
PAN HEAD
NO,8'
ASNEB18.6.3
DE
PRFA
3/8
MIN:'33'KSIYIELD
hllN:
(TAPPING ` �
E`'
SURFACEOF
STRNEGTH
THICKNESS
SUBSTRATE
.
ANSI B18.6.1
2XWOOD
:(WOOD SCREW)
WOOD VATH AUNIMUM
FRAMING-
FIN (Z-BAR)'
PAN HEAD
NO:B
OR
1'
1.2-
SPECIFIC GRAITYOF,
ASME B7.8.6:4
0.42,
(TAPPING SCREW)
NOTES: - - -
1) FOR.v6DD OR TAPRAG SCRE'M IF sRjrnNG IS A CU1'�DRILL 0:0821 PILOT-HDLE {DRILL SiZE d5).
21 EDGE DISTANCE %&SURER FROM EITHER SIDE OF ANCHOR TO.EDGE OFSUBSTRATE
Robert J; Amoruso, RE
FL P.E. No, 49752,
i-
t
Digitally signed.bi
Robert J •Amokiso
Date: 2021 i02.18
12:08:03-05"00e
LOCK _AiSSEMBI:Y
-37" ABOVE B(
`AND HE
4jX
,
APPROXi ABO
LEAR SEE
`OUR'HALF HINGES, 3"
kND 21"FROM EACH
:ND OF THEMOOR
ANELSECURED
y'#8-X3j4"SCREW.§'
ELEVATION (TYR).
EXTERIOR VIE%V
*6 x mW666,
SCREW-
1.
ENTRY DOOR.
STRIKE DETAIL -
WOOD FWA71-�VRSFRATV
#6 TAPPING'StRtk
'SCREW MUST BE OF.
'SUFFICIENTLENGTH TO.
PENETRATE- (3)_THREADS
MINIMUM. BEYOND STEEL
TUBE:
E N7RY 1)0OR:
STRIKE DETAIL
SWE—EnalNusum"TE
4- MAX'
MAX. (TYP.) J-
6-, MAX.
O.C. (TYP;),
F—="47 MAX. (TYP.).
EI) APPROX.
-6- MAX
DOOR LEAF _--ro.,c.(TYP.)_
-ASSEMBLY,
IM OF DOOR': 0 X.
ETAILSTHIS'
SHEET:
VAX ps
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:�
1. MiINJIMUM.NOMBER OF ANCHORS IN JAMBS _l914*
ANCHOR SPACING VARIES; BUT'NOT TO EXCEED 6"'
MAXIMLIWO.C.
2.- MINIM , UM NUMBEROFANCHORS IN HEAD-ANb-SILL
IS 6.,ANCHOR SPACING VARIES, BUTNOT TO
EXCEED 6- MAXIMUM O.C.
rf
m
Robert J. Arriordso, P.E,
FL P.E. N0.49752
Digitzilly.
�tigried bj
Robertj.*
Of
Date:
2 '2 .62; 0 1 1
2:08A7
-65,bb,
1''MIN. EMBEDMENT
1 2X WObYFRAME-,
j (BY OTHERS)
;.• .,SEALANT.TAPETO.BACK'-
I SIDE OF MOUNTING F.IN,
i
EXTERIOR
i8 WOOD SCREW
INSTALLATION ANCHOR
IX MIN.
THREE-(3) THE
EDGE DIST. ___...,. _ ._
d -_ '- MIN. PENETRA
SEALANT TAPE TO BE
SIDE OF MOUNTING
1/4^ MAX SHIM
INTERIOR.
�U VERTICAL SECTION
WOODfRANIESUBSTRATE
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.SECTIUN
1ti'OO -FRAME SUBSTRATE
{TAPPING SCREW
STALLATION,ANCHOR'
t;
3/8" MIN:.
EDGE DIST..
74 GA. MIN. SQUARE
STEEL TUBING (BY
N ,
OTHERS)
U
a
4Q
EXTERIOR- INTERIOR
' E
&KE-RTICAL SECTIONwSTEEL TUBUgG SUBSTRATE p
�a
N,
EXTERIOR .INTERIOR
14GA: MIN: SQUARE
STEEL TUBING (BY -
OTHERS),
"
Robert J: Amoruso, P.:E
FL P.E. No. 49752
3/8' MIN:
SEALANT TAPE TO BACK EDGE DIST,
t .,
SIDE OF MOUNTING FIN
`t!8 TAPPING SCREW:
THREE'(3) THREAD
to a'i? f
INSTALLATION ANCHOR
MIN. PENETRATION
or t
Digitally 519112CI' by'
SECTION
Robert J A` bruso
(�-VE�JRRTRCAL
STEEL.TUBI\G SUBSTRATE.
Date: 2021.02.E 8
12`:08:59-05'00.'
HORIZONTAL SECTION;
WOOD .FRAME SUBSTRATE:.
&G-HORIZONTAL SECTION
STEELTUBING SUBSTR 1TE
E HORIZONTAL SECTION;
WOOD IT.1 SUBSTRATE.
�ual HORIZONTASETIEON::
STELTUVLTR AE
as is �
{-
Dlgitaliy signed by`:
Dace; 2021:02. 8,
12 Q910 =05'0W