HomeMy WebLinkAboutNOA; Series 5205 Outswing White PVC Casement Window - LMI�)j J
MIAMhDADE - DE COUNTY
iVIIA111I DA
�E V ® P DUCT: CONTROL SECTION
f mp���� a t.8 05 SW 26 Street Rootii 208
DEPARTMENT OF REGULATORY, AND ECOi U CS (R I ... Miami, Florida, 33'175-2474•
BO.k" A�ID;CODE ADIVIINISTRATION DIVISI "� LU IE MUNT 7s6) 315-2590'..:.F (78G) 3 152599
NOTICE :OF ACCEPTANCE OA (� ���w.nniimiaade.eoV/6liildris:.
Rege»cy Plus; hnc._
2000 Locust: Gap Highw}.:
. '
Mount C'aI met, PA 17851
SCOPE:
This NOA ,is being issued under tile applicable rules: and regulations: soverning the use 'of coiistruction-
materials Tle: documentation st►lmitfed has been reviewed and , accepted ,by Miami Dade.. Corinty RER=
::Product.Control'Seetioii to be-used:iff-Miami--Dade County and:other.areas where allowed by the•Authority.
Having Jurisdiction.(AHJ).
This' NOA shall not be vtlid,after the'.ezpiratioii date stated below. The IVliaiii=Dade Comity i?roduct Control
Section In: Miami —Dade .Coffin and/ or the AHJ i i areas other than Miatni�Dade County) reserve'the right
h') � . tY) g
to:have. this product or material tested for quality assurance purposes. If this product or material fails to:perform
..
in the.' accepted ii�anner,'the manufacturer:awill• iiicur the expeiise `of such testing aiid:the AHJ,may. imincdiately
revoke, modify, or suspend the useof such product or material within .their jurisdiction. RER reseives the right
. to.revolce this acceptance if it 1s determined by Mial- -Dade. County Product Conti-ol.Section that this. product .
or material fails to meet; the requirements of 'the applicable building. code_
TI product;is approved as -described herein and lias.•been designed to, comply.witli the Tlorida I3wifdiiig Code,
. 1 '
ill
DESCRIPTION: Series 5205 Outswing White PVC Casement-WincloFv—L.M.I. :
-PPROVAL:DOCUMENT:,.Drawing:'No. RPLS0061, titled "Series 5205. Viii l,_OS. Casement'
Window': M.L ",;sheets.: l'tlirough 7.of !, .dated l0%]4Ep8, with revision'IVT.dated 10/20/Z0, prepared by PTG'
... Product Design Group, LLG; signed and sealed'bV Robert J. Ainoruso; P:E_, liearirig the Miarrii-Dade County
.o
=Product Con trol,„Revision stamp with the Notice:of Acceptance number and; expiration d to by t1ic.Miami
�M��iSSILE Irv[ RATING:.Large'.and-SniaR.Missile Impact Resistant:
ABE -ING- Each unfit shall ..beard perriianerit label with the manufacturer's name oraogo, city, state, series;.::
and following statement:."Miami=Dade County Product Control Approved unless othetwise'noted:herein
RENEWAL of this NOA "shall be con9idered after a renewa1.appIication has. been "filed and there has, been no
change in the appk.able;building code•negatively'affecting-the .perforinarice of this product. .
TERMINATiON.of this N0A will; occur after the expiration: date -or if there has been a_revision or change.in
the:tnaterials use, and/ or hiantifacture .of the product or process: Misuse of this NOA as an endorsement of
any:;product: for sales, advertising: or any -.other purposes shall autotriatically terminate this NOA. Failure to
comply .with any'sectioii of this NOA.sliall:be cause for termination andxemoval of NOA.
ADVERTISh1VIENT The.NOA,nuiriberprcceded: by the words Miami -Dade Co" "unty; Florida;: arid. followed
by the expiration date may be des i"a cd in advertisin literature. If an : ortion of the.NOA'is: d1s la ed then
Y P Y g Yp _..p Y
it. shall. tie -done in its.:entiiety: .
INSPECTION: A copy of this entire NOA shall be provided<to the iser by the ipanufacturer or its distributors
and shall be_available for inspection at the job site at #lie request of the II'uitditig Official. .
This NOA- revises NOA:No::20,606.03. and consists :of this page' l.'evidence: pages, E-1 and: E-2,.as well as
approval document=rneiitioned'above.
The submitted documentation,was reviewed by. Sifang Zhao; P:E.
NOA No,; 20-1103.07
MIAMFDA�DE COUNTY 1
�: Expiratiolt Date: NIay:Ofi; 2025
:.
Approval Date: January 21,2021
01 /21 /2021.
Page l
Regmcv Plus, Iuc.
1. EVIDENCE 91101
TIED UNDER PREVIOUS NOA's
DRAWINGS A.
..
1. .Manufacture
s die drawings and sections.. : (Srrbntitie(Iruuler NOA No. 08-11:18.10) .
2.... Drawing No.
PLS0061 titled."Series Tech-5205 Vinyl OS Casement.Window_
LMI' ; sheets
1 through 7 of 7; dated '10/ 14/08, with- revision. L dated 04/28/20
:prepared by.
C Product Design Group, LLC, signed acid sealed by*beet J.
Amoruso, P.
.
B. :..TESTS
1.. :Test reports
": 1.)'Ait II1fltratl0ri'Test,:perFBC,TAS'202-94.
2) Iiiiforin.Static Air Pressure Test, Loading:pei. FBC, TAS 262-94:.
3) Water Resistance Test, per-FBC, TAS .02-94
4) Large;Missile Impact Test per:FBG; TAS 201-94
5) Cyclic Wind Pressure. Loading per FBC,.TAS 203'-94
.6) Forced Entry. Test,_ per FBC 241. ] .3,2. l.,_ and TAS : 202-94
along with
rked-up drawings and Installation diagran'of a white PVC:caseriient
window; pre
ared`by National Certified Testing Laboratories; Test.Report No'
NTCL-110-1
.61841: dated W/02/08, signed and.sealed by HaroldE.
(Srrbnntte l i
ider. NOA No. 08=11.1 k I0)
along with,
rked-up drawi ' ngs and nstallatioli diagram of series 5205 outswing viilyi .
;casement wi
dow,-prepared by Nationat Certified Testing Laboratories;' Test Report
N61iCTL4
0-22725-1; dated 02'/ 14/20; with revision;O ].:dated `04/07/20; :all signed
,. and waled b
Joseph A. Reed; PE:..
;(Srtb��iitted r
tiler NOA ft. 204506.03),
C: CALCULATIONS
l... :; Anchor veri.
ation calculations, and structural'analysis, complying with :FBCS"
Edition '(20
), dated 09/03115 and updated ao.the FBC G'h Edition (2017) with
'revision: d
ed 04/29/20, prepared. by PTC.Product Design Group, LLC, signed and
sealed byR,
df. Amonlso, P.E _': (Submitted''imder:NOA No. 204506.03)
2:: Glazing co
lies with ASTM C130044.
:: CI.... QUALITY: ASSU
iNCE
1: Miami -Dade
apartment of Regulatory and Econotriic Resources (RER).
CII:: MATERIAL CER
IFICATIONS:
1. Notice of ;A
ceptance No. 19-0305.02 issued .to Kuraray. America; Inc: for their : .
"Trosifol0
ltraclear, Clear,anil Color PVB Glass.Interlayers"-dated�05/09/19,
expiring on
7/08/24. :.:
2. :Notice of
ceptance.NoA'8-0122.02,;issued to ENERGI:Fenesti'fition Solutions
USA, Inc:;
or their White Rigid :PVC Exterior Extrusions'for .
Windows
d Doors, approved on 0�/08/18, expiring on 02/28/23.
Sifang Zhao;P.E...
NOA No. 20-1103.07
Expiiafion Date: May:06; 2025
Approval Date: January 21,:2021
E_:1 .. ..
Rehenev Plus; Inc.
NOTICE•OF ACCEPTANCE: ' ' : EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
3 ENERGI:Fenestration Solutions:Data Sheet for compound product No:3242/8007,
Rigid,PVC Ruildirig. Products Profile Extrusion:compound designed: for Windows and
: :
Doors dated May: 19,:201.6.
F. :STATEMENTS; ...
1. :Statement letter of conformance, coinplying' with FBC 61' Edition* (2017), dated January-
8 -2018 re ared b PTC Product.Desi n Grou LLC,.si ned and sealed, 'Robert J.
Amoruso; :P.E. (.4rtb»:iltetl maler NOA No. 18-0122..14)
G. OTHERS: ..
L: Notice ofAcceptance No. 18=0122` 4-,- issued to Regency Plus, Inc. for their Series
"5205" 0dtswin -White PVC Casement Window: L.M.I: a roved on:03/09/18 and
-cXpiring on 05/06/12.
2. NEW: EVIDENCE SUBMITTED
::A. DRAWINGS,.: w
1. ;Drawing No. RPLS0061;titled "Series.Tec1i.5205 Vinyl OS Casement Window
LMI sheets l�through 7 of7, dated 10/14/08 wiili�revisioib M dated l0/20/20,;:prepared
.by PTC Product .Design,Groiip, LLC, signed, and sealed by Robert J..- Athoruso P,E.
B. TESTS:
None.
C. CALCULATIONS ... ..
D. : QUALITY ASSURANCE 7. .: :. .. .. .. .
1: 1Vliam-Dade,DepartmentofReg ulato and--Economic'Rcsourc-es:' -ER)
' 1V1ATV_ AL-CE' RTIFICATIONS .
1... None.
.. ..... . -- .... .....
T'.' STATEMENTS
1:.: Statement letter of con fonnance com 1 -in with FBC :7�h :Edition . 2020 and of rio
p y g ), :. .
financial interest, dated 10/20%2Q20; prepared by PTC Product Desigri;Group;;LLC,
signed and sealed by Robert J. Amorusa . P.E.
.G. : .OTHERS :.. .
1.. Notice of Acceptance No. 20-0506.03. issued.to Regency.Plus, Inc. for:tlieii Series
"5205 Qutswing White:PVC Casement Window—L.M.I., :approved on 03/08/18 and
:expiring: on 05/06/25'.: :
:
L
. Si fang Zhao;:P.E..
Product Control Examiner
. .... R10A No.
20-1
Ezpi'rafio n Date: May 06; 2025],.
AP1iroval Date: January 21,: 002
:E-2
REG LUS; INC.,
ENCY P
o
m
m
..
'
SERIES.'TECH: 5205: VENYL OUTSWING
CASEMENTWINDOW: :.
o
NO
- GE MISSILE IMPACT
:: .. ': - :: A
NOTES:... ; . :.:. INSTALLATION' ANCHORAGE 'DETAILS :._ :::_ :_ .:.::. _ :. :..:::.
�:
< _
._qq
7
a
1.: THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH REQUIREMENTS OFTHE 7th EDITION (2020) FLORIDA BUILDING CODE INCLUDING THE'HIGH VELOCITV HURRICANE ZONE (HVHZ).
.. .. .. .. .. .. .. .. ..
0
5
m
m
D
•
- 2.: 2X WOOD FRAMING, 1X OR 2X WOOD SUCK; METAL FRAMING AND CQNCRETEIMASONRY OPENING TO,SE DESIGNED AND.ANCHORED`TO PROPERLY TRANSFER ALL LOADS TO,STRUCTURE. FRAMING AND.CONCRErEfMASONRY OPENING IS
"
THE RESPONSIBILITY OFTHE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETERAASONRY IS OPTIONAL. WHEN IX SUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED; IX BUCKS SHALL -BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE.RESPONSIBWTY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS AtUST BE $EPARATED'WITH APPROVED COATING OR..
.
MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD:
_
m
2
.. .. .. .. .. .. .. .. : .. ..
. 4. .: THE PRODUCT SHOWN HEREIN HASBEEN TESTED TO TAS 201, TAS 202'AND TAS 203. SEE TEST REPORT NO: NCTL-110-22725.1, DATED 2)I420:BY NATIONAL CERTIFIED. TESTING.LABORATORIES, YORA'K, PA, SIGNEDND SEALED BY JOSEPH.
A. D. FLORIDA P,E:: sm
0
�7i
3
:u.
5. .MATERIAL: .'. .'. .'. .'. .-.
9
- 5.1. " FRAME: EXTRUDED RIGID PVC -BY ENERGI FENESTRATION SOLUTIONS USA, INC. PERCURRENT MIAMI•DADE NON • " " "' • ... ' • . _ . • "' . ' ' ... ' ... ..... • ... .... ........
}
F
. 6..2. REINFORCEMENT: '.:.' .. ..:.'•" -.:.- .. ..:.- .: ..:.' '- ".:.' .. ... ... ': ... ': ... '; ... ' ... ..
5.2.1. . GALVANIZED STEEL TUBE (0.935' X.0.73 X 0.050' THICK, Fy s 3030 ksi &.Fu. 37.5.68.7 ksi).SASKPERIMETER q
'
_ 8 t-
W
vi
5.2.2, � CONTOURED -SHAPED RIGID VINYL ITE41 NO. 3.GLAZING BEAD USED TO REINFORCE FRAME -FRAME PERIMETER _
&..3. LAMINATE:GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC.. PER CURRENT P11AMi-DARE NOA.. _
p p-
U
z
.. .. .. .. .. .. .. ..
'
as W
'V)
0
rr
4.
6. GLAZING: -
' :.0.1. GLAZING DETAIL ASTESTED: .:..:.:. .:..:.: .:..:.:. .:..:.:. ........ .... ... ........ ........ ........ ........ ........ .......
6.1.1. OVERALL:718-
Z �
y'Z.:.
�
NOMINAL INSULATING LAMINATED GLASS. .. .. .. .. _
6.1:2. GLASS THICKNESS: (1) LITE OF 11S• NOMINALTEMPEREO GLASSTO THE INTERIORAND'(1) LITE OF LAMINATED GLASS'TO THE EXTERIOR. ' ' ' . ' .
6.1.3. LAMINATED LITE: (2) UTES OF V8' NOMINAL ANNEALED GLASS SEPARATED BY -A 0.(190' TROSIFOL IN,TERLAYER BY KORARAY AMERICA,,INC: :.. -
LINT y5
y
Lu
N
6.1A. SPACER TYPFI$IZF: 7/1 V. NOMINAL- CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D).•;• - — ••
o.�
cm
C, ,pZ
GLAZING SYSTEM: INTERIOR GLAZED WITH (2}LEAF DUAL DUROMETER AND SIKA FLEX '552"BACKBEDDING WITH A:SNAP-IN (2}LEAF OUAL:DUROMETER RIGID VINYL GLA23NG13EAD:
13.2. ' ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE FLORIDA A
THE CURRENT EDITION OF BUILDING. CODE. SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE DUROMETER. GASKET
'
W
, c+
:' MATERIALS SHALL BE EDPM WITH -A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. -' . .
ASTESTEDGLA7JNOMEETSASYKi�Ei300-09a,FbRTHEbESIGNCONDITIONSSHOWNINTHISPRODUCTAPPROVAL.D000MENT..
7, APPROVED IMPACT PROTECTIVE SYSTEM IS NOTREQUIREQFOR THIS PRODUCT IN WIND BORNF--DEBRtS REGIONS1NCWOING THE.HVH7—,
wq.
-
.w
.8.: SHIM AS REQUIRED AT EACHJNSTALL.ATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116' OR GREATER OCCURS. MAXIMUM ALLOWASLESHIM STACKTO BE 114': q..
S
9, FOR ANCHORING INTO'CONCRETEIMASONRY USE 1W HEX HEAD TAPCONS WITH SUFFICIENTLENGTH TO ACHIEVE A lire MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112' MINIMUM EDGE DISTANCE AND 17-MINIMUM EMBEDMENT INTO
Ruberl J.WWW.. P.E.
F'b�ma P E No.49J52
MIASONRYYJITH 2' MINIMUM FDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS:4• MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED: ANCHOR LOCATIONS HAVE+1-"TOLERANCE.
w.
ING INTO WOOD
NG OR ZK BUCK.USE ONE OF THE
110'1.FOR912
PANRHEADWOOD CREWS WSJWITH SUFFICIENT LENGTH TO ACHIEVE A 13W MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718" MINIMUM EDGE DISTANCEANO.MINIMUM.ANCHOR-T,O-ANCHOR SPACING'OF2'ONCENTER.:.
-��-'qNO jKWES.4 fok,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE 41- "TOLERANCE. : = : :' : •
`� •�•1G H$�c•-,;PG y
-
10.2. W14 PAN HEAD IhQDD SCREWS (INS) WITH SUFFICIENT LENGTH TO ACHIEVE Al 112' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR`SPACING OF 2" ON CENTER. �
LOCATE ANCHORS AS SHOWN IN EJEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATION'S HAVE+/.-1' TOLERANCE. � � � � � - � �
'. '. '.:
C� No 49 5 2 . ;i1p' 4_
....: .:..:.:. .:. :.:. .:..:.:. .'..:,:. .:..:.:. .:..:.:. .:..:.:. ........ .:. .:....: ........ .' ..
11. FORANCHORING INTO METALSTRUCTURE USEA14 PAN OR HEX HEAD SHEET.METAL OR SELF DRILLING SCREWS!AITH SUFFICIENT. LENGTH TO ACHIEVE 3 THREADS,MINIMUM.BEYOND-STRUCTURE INTERIOR -WALL WITH 3f4".MINIMUM
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHORSPACING OF " "'
.. ..
$roT=-•'SfATE�U�~.-w�
, �0�;•� •. :.4•�
12. ALL FASTENERS TO BE CORROSION RESISTANT 0R HAVE A CORROSION RESISTANT COATING
13. 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 THE
MINIMIUM STRENGTH SPECIFIED BELOW:
13.1; - WOOD -MINIMUM SPEGFIC GRAVITY OF (G) 0.42(NON-HVHZ)AND 0.65 (HYHZ).-
13,9. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF2500PSI
13.3.'' MASONRY -.'STRENGTH CONFORMANCE TO ASTIAZ-90,.MEDIUM WEIGHT WITH DENSITY > 1.17 PCF
w. 13:4• METAL SUBSTRATE STEEL 18GA (0.0428'), Fy=33KSI L Fu = 45 KSI OR ALUMINUM 6083-T5 0.048' THICK MINIMUM,
13.43.� ' � STEEL SUBSTRATE TO MEET AIINIMUM FBC HVHZ CODE REOUIREMENTS.
TABLE OF:CONTENTS'
SHEET
:. ' : DESCRIPTION =
:..:.1.
NOTES.:. :..:.:. :... .......
2
ELEVATIONS ANCHOR LOCATION
3 . ;
VERTICAL $ECTIONS - COi4CRM & WOOD -SUBSTRATE$ : .-
4
VERTICAL SECTIONS - MErAL".S(IBSTRATES
5 . , ,
HORIZONTAL SECTIONS - CONCRETEIMASONRY, WOOD & METAL SUBSTRATES.
6'
COMPONENTS AND FRAME CONSTRUCTION
- 7
BILL OF MATERIALS•
OR�O ♦�
PRODUCT REVISED
OIGafl�p wltli u,. ilo�ida
WI:ry G2 - - -
H20.1163.07
fupinuo'n oae. 0510612025
36" MAX. " c m
FRAME WIDTH.:.. _ . o � w.
......
34 4 MAX: SNUBBERS LOCATED :.. 28"
As TY LLLL .:
S H:WIDT1 I 4 ANG it FROM EACH' MAX. P.; : o W
LL
END AND MIDrSPAN OF
4° " w . a n �.
SPDNDINGW WITH
a o =
THE H MAX. j YP oK.
.. ... ... .:.' 3 4,_. .. . CORRen�l•rucvrulr� .. .. �. .. � .. .. a..a.p .d� �a•p 19
HINGE -
JAMB
..
5:.:::.�,
II
.5
..... ........
68"
66
D
MAX.
MAX.::.
'5
I{
:.
i
S ..
MAX. - .
FRAME
VENT
D:
DLO
HEIGHT
EIGHT
5
��
...
�I-
5-:
.HEIGHT .'
...
�{
w.
.:...
..:
......:.I�
... .....
....
...
..
...'.
II. ...
........--.
.........
.........
5 Es
W
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• O
h
o
�¢
&a
o
3�
3
......
...
Q .
50
..
'
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wooE.
.
W
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W tad@6`
..
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W.
cc r
LOCK CENTERLINE LOCATED OPERATOR LOCATED 11"
FROM JAtvIB (TYP.) FROM JAMB (FYP.) ....
.. - , . ..
'
.
. .'.
4 29" .. .
MAX. TYP.
R
Robed J. AmwuA.?.E
FIwiE P E Nn 6:i752
a .
A
3 ' : 4
SERIES TECH 5205:VINYL::Ol1TSWING
�00``��
49
CASEMENT WINDOW
* : I "c sz
-.
E XTERIOR V W
IEANCHORAGE-..
�„. ... ..
29 MAX.
'
...
INSTALLATION NOTES:
:. DLO WIDTH
1 EAD AND ILL ANCHORAGE THE
iy iONA�
SERIES TECH 5205 VINYL :.
• SAME.
z. JAMBANCHORAGESAME::E
�=..�.
OUTSWINGCASEMENT:WINDOW.:.:::.
3. +r-ITOLENONANC OR CATIO
3.1. TMINIMUM
EXTERIOR VIEW
- 3.2: WOOD AND TAPPING SCREW MINIMUM
SPACING: tS 2' OC.
DESIGN PRESSURE RATING (PSF)
::IMPACT RATING
LARGE.MISSILE,
''IMPACT
NOTES:
- - � � � PRODUCT REVISED,
.. .. .. .. .. .. BE7mplC� wIN Ne FloNOn
1:..: MAXIMUM ACTIVE PANEL:(SASH) SIZE: 34.25" X 66.313" (34-1/4". X:66-5/16") 20 1103.07
2. DAYLIGHT OPENING`(DLO) SIZE: 29.38" X 61:.313" (29-3/8'. X 61-5116")' . .' " c.y..ud"o�imDsro6rzoa5
.3. NO:WEEP HOLES- EMPLOYED: q.= uy li-
.. .. .. .. .. rom o uct eontw .
..
PROPERLY SECURED, 1X
1/4" ITW TA
43 1/4"fT1Y TAPCON
#12.OR #14 WOOD SCREW 4P
PROPERLY' SECURED IX
¢
WOOD DUCK B OTHERS
ANCHOR
INSTALLATION AN
WOOD'BUCK BY, OTHERSN
:.o
m
(SEE NOTE 3, 'IT, 1)
(SEE NOTE, 2. $HT, 1)
........
WOOD• BUCK PROTECTION B .
OTHERS (SEE NOTE -3, SHEET 1)
..
"'
1 1/2-' MIN:
EDGE DIST
i 14 tNS: l" 6AIN: EDGE DIST:....
�12'1'15: 7/8" MIN.,EOGE GIST,
�
........
- --.... ....
" 2X WOOD
..
W
a
CONCRETE BY'OIHERS
4
:.: v :
'v
I •'
}
SHEATHING "
OTHERS
BY ERS
BY OTHERS
TE
(SEE NO 2.. SHT '1)m
'4
�i
cm
k o
yW.00
a
(SEE:NOTE2.'SHT..':1)
';.,
d
v'
c:'
18?"MIN.
'EMBEDMENT
u�+
3
:.
v v
v
EXTERIOR
RBY
"
1 WS 1 1 2 MIN EA4BEOMENT
�t
a`
o
o
........ ....:::. ........
+.zi<:::•
1/ .` M X OTFIFiNERS.:...
'SHIM SPACE
i) 2 .4YS::1 .3/8." MIN: EMBEDMENT
0
c p
3
0
a w
EXTERIOR FINISH
..
i:Ki-.
<=
1/4" MAX.':.
: FSHIM SPACE,
w.
F.
-.
BY OTHERS
PERIMETER CAULK
:.-. :.
BY OTHERS.
1,
...
...... PERIMETER TM LK
. BY OTHERS_Fwl
4
:.17
13
4.
J�
5'
.....
...
7.
5
13
EXTER7�7
8
ci�o
-
z-mow
r
r
..
..
14
.:.. :.. _..
..
ya<wU
z
i
5:
WINDOW.
EXTERIOR.:.
SEE GLAZING
DETAIL 1,
INTERIOR:_:.:.
14
y
p
o,
HEICHT
.: ..
14
SHEET ,4..
3
S SHEET
WIND W
HEIGHT
w
j,
Z
.4.
5
3 ::
��4
1 5.
.. .. 14:
..
5
-
..
=w.
U
.. .....
....::..
..:.:.
'.
6
" ANCHOR TO"SUBSTRATE
EDGE DISTANCES ARE'
13
6'
F�
w
S £6
�
a
2
7
TYPICAL AND .:'
•
u
MEASURED TO BOTH
:.
17
J 7
Ln]
SIDES OF: SUBSTRATE
:17
j
L!l] c �
19 25
3
$
29
US�,AS
.....
.
Rahort J:Nrort®o. P.E,
1
3
..USED AS 1
3 FRAME SILL.'
Fm"1111311§ tpz
PERIMETEROCAULKTHERS
.:
I 4": MAX. REINFORCEMENT:
/
FRAME SILL
REINFORCEMENT
14"
�S.`CEHy`,9�i
40G
SPACE
ACE
MAX.
SHIM' SPACE
�?
EXTERIOR FINISH
_[SHIM:
.. PERIMETER
PERI
- Qr 1w a s2 _
1
"'
v 1;
.
_
BY'OTHERS
r` ..
V StATE�oo
CONCRETE BY OTHERS'-,
N.
s
''oi* t4 oR�QPa�'u�
:. SEE NOTE 2, SHT:.1.
'e
EMBEDMENT.
14 WS: 1:.1 2" 'MIN. EMBEDMENT
•.
p
�i��iON�'�iin�`
::
EXTERIOR
ROT1iESH
MIN. EMBEDMENT
T
PROPERLY SECURED 1X
WOOD. BUCK B OTHERS
e...
�
1 1/2"_MIN.;:
RS ri
�+
2X W0003/8
SEE NOTE.3 SHT. 1 ..
( )
.
EDGE.DIST.
SHEATHING
B OTHERS:
q.
.. _....
BOTHERS' .
v
WOOD BUCK. PROTECTION .
;
1 /4' TTW .TAPCON 43
'
'1 WSc 1' MIN:: EOG.E DIST.
zn.
(SEE NOTE 2., SHT. 1)
BY OTHERS (SEE NOTE
INSTALLATION- ANCHOR :;
12 K5::7/8" MIN. EDGE OIST.
SHEET 1)
::
_
1 2 OR '�14 1NOOD SCREW `
' WOOD B CK B_ OTHERS
2:
RODUCT REVISED..'
VERTICAL SECTION
4
INSTALLATION CHOR. 2
IN AN
(SEE, NOTE S 1)
�.20.110307 ,
........
... .. ' - ...
A
VERTICAL SECTION ... .. ..
O.piratlon �ab 05J0872025; .
u s
Woo 'uusrxn'
.. .. ..
w:.., a e-1:-a�—..e ue� i —r.:
Co.,.o
:.. :..
.
- ..
- _
INSTALLATION NOTES: m.
FOLLO'.
1. APFROVEDINSTALLATIONSODSM WCLUD'ETHE •IIND:
TE9
.:... .... .... ... :. ..... ..
- ........
1.2 .. -.STEEL 9TUDfRAR1wG:. .. ........ ........ ........ ........ ........ .......
ALUMINUM FRAMING. AND -
tO
'
#14 SHEET METAL 4d
IA, C NCRCTtANWORMASONRV.
N
-
SCREW/SELF—DRI ON
INSTALLATION
METAL SUBSTRATE
•2. :2X V4000 FRAMING. IX OR 2X WOODSUCK METAL FRAMING AND CONCRETFAIASONRRY OPENING.TO BE DESIGNED AND ANCHORED TO
•PROPEERLY-JR
'T!
hum.
Ha
�C)
w
. .. - - ANCHOR
(SEE
SFER ALL LOADS�TORDSTRUCTURE. FRWINO AND CONCRETER.WSCNRY OPENWGIS THE RESPONSIBILITY OF
' ARCH EKGMIEER OF. RE - . .. .. - .. ..
ul
O R
y
O ti
" NOTE 2� ' BHT. 1)
EXTERIOR FINISH
BY OTHERS
- ..
""
3 E .
1x13UCKOV -CONCR . _ RY- O . - - IS INSTALLATION ANC PASSTHROUGl1 -
.."AND
O.
IL
f�
. ..
3/4" MIN•'
' EDGE DIST.
3 THREADS'MIN.
EMBEDMENT BEYOND
IX BUCKWFOCONCREIESMASONRY SUBSTRATEEWHENXUtSED.IX BUCKSSHAUZSEDDESIGNED MNANCHOREDTO PROPERLYY.FRAM
TRANSFER ALL LOADS TO STRUCTURE ANDISTHERESPONSIBILITYOPTHE ARCHITECT CRENGINEER OFRECORD. DISSIMILAR MATERIAW -
:
H
_
- i
a.W
('TY P,)
..INTERIOR WALL.
. MUST BE SEPARATED WITH APPROVED COA_ TYfG.OR ME AMMF- SELECTION OF COATIIJO OR MEI.IBRANE L9 TIIE RESPONS@IUTY OF THE
w
i
ARCHITECT OR ENGINEER OF RECORD
- .
al
.. .. _.
4". MAX
4. M EDUAEDA I TALLATION' :. H LOAD 1M. SHIM E OF 11 OCCURS.
Slit AS.R TEACH NS ANCHORWIT AD BEARWOSH WHERE SPA(: IG'.OR GREATER
':a
-A
x
@
•
dIj
SHIM SPACE
kiMMUMALLOWABLESHG.1STACKTOBE1N9',-.
.-
• -
6. FOR ANCHORWCINTO CQNCRETF1pMSONRYU5E t.4•HEX HF.AD TADCONS WITH SUFFICIENT LENGTH TO ACHIEVE A.1111'MINI.1lJ4 R
.:.:.
:.
EMBEDMENT INTO CONCRETE VMH 1 1? MKIMUM EDGE DISTANCEAKO I' LUNIMUM EMBEDMENT INTO MASONRY WITH 2' MtNI.fUM EDGE'' ........-
-m.,
DISTAW�E.LOC+TIE'ANCHORSAS¢HONTIINELEVATION$:IM1`OINSTALLATIONPgA[M.9'MINIMVM3P,.CJNGBETWEEHIAUWCENTANCHORS',:,
PERIMETER,CAULK
•REQUIRED. ANCHORiOCATIONS HAVE.1-1'TOLERAN'CE.
v
rn
;LLD
BY'OTHERS
-'a. . FOR ANCHORING INTO YYooD FRAMNG OR 2X BUCK USEONE OF THE FOLLOVi'IRG: . .. .: ..
..
..
'.
::
- _
012 PAKHEAD WOOD SCTRM MWAWIIH SUF OENTLETMTH TO AC EVEA1y MINIMUMEMBEDMENTINTO SUBSTRATEWRH 716'
pF
. ..
..
..
.. ..':
MIMLtU FJX',E -STANCE MIN!MUM ANCH OJINC SPACING � ON ENTER TE AUJCHORSAS SHOWN N �
.. ... .. ..
•ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE N• /' TOLERANCE
�
..
CCry
SS _71
B
... . 17 .' ....
.. p.
�J
......
... ...
........
.G2 A79 PAN HEAD WOOD SCftEWS1WSj WRN SUFFK:ENT LENGTH TOACHIEVEA112'kBNIMUI.i EL6EDMENTINTO SUBSTRATE WRH I'
LOCATE OYMI ... .....
MNIVUM EDGE DISTANCE AND WNIMM ANCHOR-TOANCFtDR SPACING OF7 ON CENTER. LOCA ANCHORS ASSN N'
j..
"`¢"'
r7
y
m
...
4 ..:.
.: ELEVATIONS ANDINSTALLATIONOETAJLU,ANCORLOCATIOUSPI•AVE4/-I•TOLERANCE.. .. ..:.. .. ..
U S>
�
2 ..
__ _
REUSE.N PAN OR HEX HEAD SHEET METAL Oii SELFORILLWG SCRE4YS VATH SUFFI EN7:LENGTH
7. FOER ANCHORING NTO MtTA1 STRUCTU CI
zcD�w�
=.-..
U
m
:' 13 :'
- :.
:
BEYOND BTRUCTURE INTERIOR WALL WITH �f9' MINIMUM EDGE OISTANC.EAND MNIMULI '
TOCA olEVEO TNRFADS MINIMUOIFtt •OR
Il
Z
.. -: .:
- EXi6RI0R
s
ENTER,.LOGATE ANCHORS AS StIOYIN E ATIONS;AN STAUA770N pETAILS.AN
_ _ _ W LEY DW _ C}l
ocanONS HA T' T ERARANCE O
Q
G
'
I.
e, INTERIOR AND EXIERIOR FNIEeI¢S SY OTHERS: NOT SHOLYN FOR CLARITY
i ~
EXTERIOR.
to aZ.:.
.. 1.4 .5 E LACING .. ... ' ' ... ... •• .. ... TO DE O .OR 8P D ORDMI AS1M E2112 ... ... .. -
DETAIL 1. o � 5
5 WINDOW : A . PERI•ETERaV{7"vowT6eruANT O
'py OTHERS Zb."ED'AND' ECIPIE INACC CEYWH .,: ,� S t �
SHEET 4 o NoUJI
nR3„
t4� NDw z°
NCHOR TO SUBSTRATE
0 3 HEIGHT: EDGE DISTANCES :ARE
`s
13 5.:'SIDESOFTOBOTH, EXTERIOR IED CLASS _SI W , S' $
PICAL
Z ... ..... . MEASURED
SUBSTRATE I CONSISTING w
. .NOMINAL .1/B. (ANNEALED. GLASS WSF a 1j a
,} I �$` ¢�
KILL
g g,
0.090"KUftARAY:AMERICA;INC.7R0 OL,.':
AINLESS TEFL SPACER • TYP -
. INTERLAYER:.7/16" AIRSPACE W%
2 ] INTERIOR- I/B.`. TEMPERED GLASS. SS
17 .... ,�77 ........ ........ .... ... .... . fit_ A a
L oo 13 13 . .. .. .. .. .. .. .. 9 u .
�.'on■
a P.E Nn.
w.
29 19 25 E)<TERIOE� ?.. INTERIOR `�u��.3n-n 4 *o����i
:.
3 USED. AS +Qamf �L�ENSF DGso�.
FRAME SILL:•. ,M10 as s2
PERIMETER. CAULK\ to =
BY OTHERS REINFORCEMENT
1 %2" GLASS.. ... _ y? V" / q• 31
3%MjN.
4
4/4" MAX
SHIM -SPACE 15 :. .
EDGE DIST. 1g LJOL ❑
cr (TYP:)
EXTERIOR FINISH :> .. 3'THREAD$ MIN. _
BY OTHERS EMBEDMENT, BEYOND _
INTERIOR: WALL'
. #14 SHEET METAL .
METAL SUBSTRATE
SCREW/SELF—DRILLING' SCREW GLAZING DETAIL T : '
BY OTHERS .. .. .. ..-. CT REVISED,
INSTALLATION ANCHOR ■•mm nq dteu.F"d.
.... (SEEN ........ MCA-M. D-11163.oi
NOTE. 2;. SHT 1)'
VERTICAL SECTION ... .PL■ua�D,t.osRosrza2s.
...... D1EFAL SUB54RATE _
A.:. e
y
✓✓
e; '
MI P uct cm.1
.
n:w
o:
a r, '
.2X WOOD T4
USED AS:
FRAME JAMB
m
FRAME BY. OTHERS SHIM SPACE'.
(8EE-NOTE'2;'SHT. 1)
REINFORCEM
1 4' MAX. -I
_ RETE .....
o
1C�8L4H ...
SHIM AS REQUREOPAG
. -
t DM ON
" MIN 'EMBEDMENT. "'MASONRY
RY '
M•
-
-:--$i4 WS: 1.1/2" MIN. EMBEDMENT .:•
$12 WS: 1 : 3/8"'. MIN. EMBEDMENT
7' 6 4 5
.: 19 •' -:' 13 44
3: 13 5
6 7 10 1
43
CH
1' 4 rrw TAPCON INSTALLATION: AN OR
c+
xLL
w
.gym
p a
:=
m
3
Piz
"' ""
'SCREEN
It
0
MIN*.'EDGE DISTANCE'CONC00
m F
5 w
12 OR 14 WdOD
$ $ 42
:'p
2" MIN. EDGE DISTANCE .- MASONRY
w
2
p
INSTALLATION ANCHORIF
a
WS: MIN EDGE DIST:
0
R MASONRY
BY.OTHERS
. $14_ 1" EDGE
"'
oo
a.Q:.Q
(SEE NOTE 2. SHT. 4)
T2' WS: 7/8"' IJIN. EDGE DIST.
0o
_$
PROPERLY SECURED LX
Y
SHEET 4
,: c
.Q' .
' A .
PROPERLY, SECURED 1X
0 k BY . E S
'�
WOOD BUCK BY OTHERS
°`} `t :' z` 1:\
1a 13: 2
• 17
1 �°�rp,
Rq.?.
.
Q
(SEE NOTE3, SHT. 1)
(SEE NOTE 2, SHT, 1)y
WOOD BUCK' PROTECTION BY.
SHEATHING
BY :OTHERS :.. ..
E�SLR@. .
'..
:OTHERS (SEE' NOTE. 3, SHEET 1)
.. K"
ti ui
wZ
c
ro
.. .. .. ..
EXTERIOR' FINISH
..
PERIMETER.CAULK
:z
EXTERIOR, FINISH.:-�
PERIMETER CAULK' BY OTHERS:"
_ n
0=aa.�3
w
O
p o V
_
vi
r
z
g
-
BY: OTHERS
BY OTHERS:
BY OTHERS
m IL J
U
i
:::HORIZONTAL
Y F- LU
z
O
HORIZONTAL SECTION
B
... ... .. \VOODI7iAllfESUBMIA17? '.:.. -..
ANCHOR�TO=SUBSTRATE. .'
HORIZONTAL SECTION
C
RY
NCRfiTE/hL\SO\
w �.
i
q
EDGE DISTANCES ARE,:
TYPICAL AND
S UUSTR\173
.. -
rn
o .
MEASURED BOTH
1 /4" MAX. SHIM SPACE
.TO
S IDES OF .SUBSTRATE
m. INTERIOR .:. SHIM AS REQUIRED.
3 13 5 4' 600 10 1
......
...
N
$14 SHEET METAL •�
-
qq SCREVl/SELF: DRIWNGSCREW
::
.p
S
. -
T
INSTALLATION: ANCHOR:
=
Rohart J:Mnniao. P.E
..
0
_
3/4�: MIN.. .. ...
.. .. ... ...
'" ... ... "' ...
FbrIAa P.E No. 49152
_.. ...
EDGE DIST '(TXP.
tarn+
PK.ES
��•��S+ate y
ro
3 THREADS. MIN..
'WALL:..:-:.
+: y\ . *a
`
S 'GLAZING
:. EM1IBEDMENT. BEYOND.:INTERIOR
... ........
n 9y�V V49t0v '�_
p
E Tyr`+u+"a.
SHEET 4,:
METALiSUBSTRATE BY.OTHERS'
.
���igSJONA,
( HT,
SEE NOTE'2, •S 1).
�Npp
h+ntt
.
1.7
13 2
:. EXTERIOR.FlNISH
PERIMETER CAULK.:
:' BY OTHERS .:
BY OTHERS::
Pliooucr ttEvi$e7i
eondioo.mu�.en. ri..ta�
..... . .......
........ ........ ...
.......
goa.wo. 20•+103:07
D.:.'HORIZONTALSECTION'
\1rt,\I:$U11smTE • -
'
e.Ptr,a«twt.osrosrzozs;
.: .. ...
. .:' .: .:
... .. ...
':....
a e t
MAIN-FRAME SASH FRAME GLAZING BEAD SCREEN FRAME SASH REINFORCEMENT (� >:
0.0851' TYP. VIALL THICKNESS 0.080"' TYP WALL THICKNESS O 0.070" TYP. O 0.045" TYP. 17 0..6" TYP. WALL THICKNESS � � m m.
. ..... ....... .... ........ .._.. ........ _-... o ..: :
WALL THICKNESS .. WALL JHICKNESS . GALVANIZED .
3.256 . .. 2.459
::.
0.552 = m W zz
0.7:2U 0.750 1.383 0.935 . V k o 2 6 :
0.779" �0 6 8 �w,. � � � w, � c :�
2,527 ....... _T 0. .. ...:2: 1.631, .: o F
1-7oLrc1J -. .4Z4. D a 730. 4 a w �! D
1.4`73
0.777t
1.498
1.412 0.311
... ... ..... ....... ...... .. ..... ........ .......
0.510 J
nnth :p
bg
Z O 2
........ ........ ......
_. --
: 2V. t` WU.. r
O i
h=q. w %V 2
.. .. ..
as
:. . ..... ... In
WELDED MITERED... z�q Zz .. qq. Z .
.. ... ... ... ... .. W 9 F5' fA 7 ^a
CORNER CONSTRUCTION o
N =Z 8i
.:. ..: :..:.:. ... .... .... .. .. .... ....... ..
p yy _
w
ln0
: .. ::..: .
' � W
w.
....:. .:...... .:....:. .:..:.:. .:..:.. :- .:..:... ...... .... .. ........ ........ ........ ... .. ...
Repo J: Amur, P.E.
FYridn P.E No.49752
. .... ....... ..... .. ........ ...... .. ... .. p1��
STATE,OF
:. :. .: .. .. .. .. 1
D ETA I L 1 :..
.MASTER FRAM E
CONSTRUCTION
PRODUCT REVISED
X.de -:
. .. .. - . .. . wm0l toyy with th. Florid.
' O.Ildinp
NOA.N.. 20.1103.07
(SASH FRAME,: SIMILAR) E.P nN.n U./.0510012025,
r
Mi.m .Il. eP .cf control
Series;Tech 5205 Impact Casement / Bill of Material
Item.No. Description Part Numbers Supplier. Material
Frame Components .
1
Master Frame I
N White 1083 ! 7783
Ener i l Ro al
Whito PVC 2 '
2
Sash Frame Operating:S'ash
N White iD8417734
lEnergil Royal.:'
White PVC 2
3
Glazing Bead Stop Operating Sash
IV White 108017763
Energi! Royal ' :
: White PVC 2)
Screen Components'
.4 ..
Single Leg Frame New White, .. .' '"" _ _ . _' ".
06516NEW192""' . .
Sha.:p.bs Unlimited "
Aluminum '
5
Fiberglass Screen Cloth Charcoal / 36" x 600'..
3000020
Phifer'
Fiber lass
6
Screen Spline H !
EX-FLX-Q165-BK
Imperial Plastic USA
7
Aluminium Corner Keys
CK252X260
H rade Metals
Aluminum
10
Screen Clip Clear
8794352
Ashland Hardware
11
30PP12-18P50-0116 X1 318 X 3 Foam Block -
W0511022
Llndenme r
-
12
Accessory Parts Installation Translucent
02 MX015001OC2
NovacUard Silicones
lazing
13
Wet Glaze (Operating Sash):.
552 Sikaflex Black::
Sika US
14
Operating Sash E366 2.7mm 10.90 PVB Interla er IG.
IENDUR
Hurricane Laminate' Im ac
Cardinal
Kuraray America, Inc: Trosifol PVB
15
Glass Setting Blocks Sash :
2NB-BK-0.0062-028-064
Frank Lowe
Neoprene wI70 to 90.Shore.A Durometer: .
:16
IG with XL Edge SS Spacer (SS-D TYPE)"
I . ..
Cardinal :. '
Stainless Steel
: Reinforcement, Hardware and Hardware Fasteners not all components ID'ed in section views).:
17 :
Sash Frame Reinforcement OporatiriSash)' =
ST-888-168-0.062
Hygradii Metals
;050" GaIv. (1
18
Sash Lifter
22648.
Amesbury /Truth
19
Encore Awning Operator
51.11.00.211
Amesbury/truth
20
HGE CSM UL Assembly Egress
14.12.00.230
Amesbury/Truth
21
Encore Keeper LH
32627.93
Amesbu /Truth
22
Encore LH Stud Bracket'
14690.93
Ainesbury frrutN'
23
Encore Tie l3a'rGuide
33705
Amesbu frruth
24
Encore Multi -Point Lock l Short! Gasket
24.30.32.004 ' .
Amesbury !Truth
25
Encore Folding Handle" ........
12616.32
Arriesbu ITruthi .
.. . •
'26
Encore O erator.White Gasket..
32658
Amesbu /Truth
27
Encore Support Plate
23822.:
Amesbury Muth
28.
Operator Spacer -
215"
AmesbdryfTeuth
29
TmckOperator 14.5Im act
32384.93
Amosbu /rruth
30
MP Tie Bar Guide-: ........
14590.92.00.110
Amesbury/Truth
31
Snubber Interlock
22999.92
Amesburyfrruili
32
# 10.24 z 1111115" Self Ta0ping Machine! Lock Handle:: -
19128.92
knesbury frrutK .
33 ..
# B x 518" Tek l Snubbef ::
120934 ; ; ; :
GLF Corporation
34
# 8 x 6/0" Tek 1 Stud Bracket
120934
GLF Co oration
35 .....::
# 8 x 5/8".Tek /Sash Hinge.:. ....... .... .
120934
GLF Corporation -:.
.
::36
#.6.x 518" Tek! Sash Rebar H .:. ...
117595 .
GLF Corporation
B7 .
#:6 x 518" Tek /.Sash Rebar
117595.GLF
Corporation
38 ..
# e x 1" Tek I Flat Head SS Tiebar Guide
119977
GLF Corporation
39..
# B x.1112" Pan Head./ Keeper Screws
120145 ..
GLF Co oration
40.
#.10 x 1" FLT Sharp Point/ Op orator Screws .
127318
GLF Cor oration
41
# 5 x 318".Tek I Screen.Clips. White
116506
GLF Corporation
.
Installation Fasteners ..
42
#120R#14WOOD SCREW
n/a
nla
Steel'
43
1/4" ADVANCED THREADFORM TAPCON ::
n/a :: 7
lffw :
Steel
44
1#14 SHEET METAL OR SELF -DRILLING SCREW
Inla.
I "fa -
Steel
rE(mygradeMctals Specification:A1.S11005 to 1010, CS Type A and 0, 301tsi to 501ajYicldStrength, G40Galvanixe-d ..NERGIFENESTRATIONSOWTIONSUSA,INC.,PERCURRENTMIAMi-DADENOTICEOF-ACCEPTANCE(NOA). •' _ -
O V
qm.
N V
�m
W a
.... :a d0 a.r
' ... 0.1
.E5- :ILw
W
a
J LL.
O y�
y=a ya
�nda ¢w E
fUry C � ' � �,�•
.. : Z?, }LL.:.:
.. W U.V ZO jp
.. WJF-
Inm �$z
o M
In�3Lu
Lu aR u
Q)
8
Robert J. MIGIUSA P.E.
@r No 1952:f?
C A, 4 3
° i Y t 1a1
BONA
PRODUCT REVISED '
s comp)yy12 llh the Florld.
as
Coi
How -au. 20-1103.07
F.xplratt— Rate 051OW2025
.. hllaml-Oedo Product Conbot