HomeMy WebLinkAboutNOA; Series TECH-5605 Vinyl Awning Windows (Project-out) - LMIMIAMf MADE
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ( Miami, Florida 33175-2 t74
HOARD AND CODE ADMINISTRATION DIVISION 5-2590F (7&G):315-2599
w.m'aniidadeso�/econom NOTICE OF:ACCEPTANCE .NOAy
g: yCODE: COMPLIANCE
e enc .Pus; Inc.,nc.
006 Locust Gap Highway;
t.Carmel,.PA17851.. . .. S.T.-L CIE.COUNTY
.SCOPE:
Tl i$:NOA is being issued,uiide'r,the applicable riles and regulations governing the use of construction materials. The.
documentation submitted has been reviewed and accepted by Miami-Dade-Co.unty RER -Product Control Section : to-
be used in M aliii Dade County. and other areas where allowed -by the Authoriq, Having Jurisdiction:(AHJ).
This:N.OA shall noYbewalid after the expiration date'stated below;.The Mianit-Dade County; Product Control: Section
(In Miami Diide. County) an the AHJ (in areas: other than Miami:Dade County) reserve:the right to Have.this
product or.material tested for quality assurance purposes. If this product or material fails to perform -in. the accepted.
manner, the manufacturer will incur' the- expense of such'testing and the AHJ may immediately'revoke modify; 'or
suspend-the,use of such product or material -within their jurisdiction: RER: ieserves the right to revoke this acceptance,
if it 'is::determined by.:Mialni-Dade County Product Control Section.•that this product.or material fails to. meet the
requirements oftl e'applicable building:code.
This product is approved as.described Herein, and.has been designed to. comply wit(i'the Florida.Building Code, .
including. the High Veloci " .Hurricane Zone. q.
DESCRIPT-ION:: Series ""I'ECH-5605" :Vin �l Awnin .Windows' ro'ect-o.ut LMI -
APPROVAL DOCUMENT: Drawing'No. RPLS0080; titled "Series TECH-5605' Vinyl Awning: Window (LMI)",
sheets I.through 7 of 7.6ted:&14/I9, with -revision "A" dated 10l20L2020, prepared by: PTC; Product Design :Group
L.LC,:signed.and sealed by:Robert J. Amoruso� P.E., bearing,the Miami:=Dade County Product Control Revision stainp-
with the Notice of Acceptance number and expiration date by', -the Miami -Dade County Product Control Section.
MISSILE IMPACT•RATINQ Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permarient.]Abet with the manufacturer's name or logo, City, state and series and,
following statement: "Miami-Dade�Caunty Product Control Approved noted herein.
RENEWAL'of this NOA. shall be considered. after a: renewal application has been filed and there'hM been no change.
inilie applicable building code:negatively affectin the perfonnanco of.t4is product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision orcliattge in the
materials, use;,and/or manufacture;of the product or process: Misuse of this NOA.as a:n endorsemerit.ofany' product,
for sales; advertising or.aliy other purposes shall automatically ter' inate_this NOA. Failure to"coniply, with aliy.:section
of: this NOA shall be cause:foriermination and:removal of NOA..
ADVERTISEMENT: The NOA number preceded by;the, words Miami-Dade'County, Florida; and followed by the.. ..
expiration date maybe displayed in advertising literature. If any portion of the-NOA is displayed, then itshall.be done
in. its entirety.
INSPECTIOWA copy of 'this entire NOA shall be provided:to the user by the Iiianufacturer or its'distributors and
shall: be. available for inspection at'the-job site at:the re�'0aest of the Building Official.
This NOA revises NOA# 19-0411.02 and consists of this page l and evidence pages E-:1: and E=2, as well as :approval
document mentioned above.
The -submitted documentation was'reviewed by5ifang'Zhao, P.E::. .:
MIAMI-DADS COUNTY r Y .
01 /21 /2021. .
i1OA No.:20-1103.05
Expiration Date: May 30, 2024
ApproOl Date: January 21,.2021
Page I
Regency Plus, Inc.,
NOTICE.OF ACCEPTANCE:. EVIDENCE SUBMITTED
1.- EVIDENCE:SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings arrdaectioris: (Srebmitte(trnulei N6A#.19.-041I.02)
2. DrawingNo.. RPLS0080; titled "Series, TECH =5605.Vinyl Awning Window (LMI)
sheets l throw h 7 of 7:dated 02/1.4/19 : prepared b PTC,: Prodiict Desi Jn Group LLC-.signed,
g �.P. p y b p
and sealed by Robert' J: Amoruso,
B: TESTS
1. Test reports on: 1)::Aii Infiltration Test; per FBC; TAS-202. 44
2.) Uiiif r n Static.Air Pressure Test, Loading per FBC, TAS. 202-94
3) Water Resistance Test; per FBC TAS 202-94.:
.. 4) Large: Missile Impact Test per FBC, TAS 20 L-94
SCyW,Lading p.e.rFBCTAS 203-94:
6) Foiced;EntrTesC 2y .1, andTAS.202-94
Along with marked -up drawings mid installation diagram of series "tech. 56057' Vinyl
Awning windows (projec(out), prepared:by National CertifiedTestitig Laboratory; Inc.,
Test Report No. NCTL-1.0-216294,, dated0I/23/2019, signed:and sealed by.Harold Rupp,
P.E. : (SnGntitted antler NOA#19-0411.02),
C. CALCULATIONS
1.. Anchor verification. calctilations and.siructural analysis dated:04/11/19, complying with
FBC-.2017' :(6th Edition), prepared; by. PTC, Product: Design Group::LL-C,. signed and sealed :.
.. by Roberti Amoruso,.P:E: (SirdnrittechiuulerNOA# 19-0 11,02)
2. Glazing complies.WASTME-1300-02; 04_& -09.
D: QUALITY ASSURANCE
. .
1..: .. Miaini:.Dade Department of Regulatory .and .Ecoiioniic.Resources (RER).
E. MATERIAL CERTIFICATIONS.
1. NOA No:.171.114.14 issue_ d 'to Kuraray� America, Inc. (Fonner.E.I: DuPont DeNemours.:
& �C6.) Cor tIie. "Trofosil..�t ,Ultra Clear -PVB GIasS' Interlayer' ; expiring on. 09/08/19.
2. NOA No. 18-0122.02: issued to ENERGI fenestration Solutions USA for their "White
Rigid PVC Exterior Extrusions for Windows and Doors' ; expiring on. 02/28/23.
F: STATEMENTS ...
:Statement lettefof conformance to.1:BC;2017 (6°i edition) and: letter of no financial
interest; dated 03.25 19, prepared by PTC Product Design Group. LLC; signed and sealed -by
Robert J.;Anioruso, P.E.: ;($u##1U1ed finder NOA#794411.02)
2:. Lab compliance as part of the above referenced test report.
G. . 'OTHER
::1. None:
.Sifang Zhao,, P.E..:
Pr
oduct Control Examiner
1UA IN U. J.Ub
Ex piration ;Date: May 30; 2024: .
pproval. Date; January 21,_ 2021
E -:1
Resencv Plus, Inc.::
NOTICE• OF ACCEPTANCE: -EVIDENCE SUBMITTED
2. :NEW EVIDENCE SUBMITTED.
A. DRAWINGS
1. Drawing No. RPLS0.080, :titled "Series TECH-5605 Vinyl Awning Window (LMI)";.
sheets i' through 7 of 7 dated 02/14/1.9::with revision."A" dated 10120/2020,.prepared:
.. .
by PTC Product :Design Group; LIC; signed and sealed, by Robert James: Anioruso,
.. .. . ..
B: TESTS
1: None:
C. CALCULATIONS
1..None.
D. QUALITY ASSURANCE
1: Miami: -Dade Department of Regulatory and'. Economic Resources: REM.
E. MATERIAL "CERTIFICATIONS • :. .
1::: NOA No.4-7-1114.14 issued to:Kuraray,Ameriea; Inc: (Former E.1.-DuPont
De'Nemours & Co.) for 'ihe °`.Trofosil a Ultra .Clear PVB GlaIn ss terlayer", expiring:
bi 'o9/.08/191 . .
2. .: NOA No. 1870122.02 issued to•ENERGI Fenestration'Solutions USA for their: "White
Rigid: PVC Ezterior:Extrusioas for Windows and Doors",:expiring on 02/28/23.
F. STATEMENTS.
L ::: Statement lette'r:of conformance; complying with FB.07th
... Edition (2020), and of no
-financial interest, dated-40120/2020, issued, by PTC Product Design Group; LLC,
signed: and sealed by RoliertJaines Anioruso - T.E.
G. OTHERS
I.'' Notice ofAcceptance N.a.:19-0411.02, issuedlo: Regency Plus, Inc. T& their Series .
" ECHI:5.605" Vinyl Awn t- — MI.,,:approved on 07/03/19 _:
T y ing. Windows:(p rojec out) L
and expiring o .97/63/24.
Sifang Zhao; P.>::
Product Control Examiner
NOA'No: 20-1103.0.
Expiration Date: May 30,202
A roval:Ilafe: January 21.121
E-2
REGENCY.:PLUS - INC..
SERIES TECH 5605 VINYL AWNING (PROJECT -OUT BOTTOM) WINDOW
LARGE MISSILE IMPACT
NOTES: INSTALLATION: ANCHORAGE:DETAILS "
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 701 EDITION (2020) FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2, . 2X W'00D FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETERAASONRY OPENING TO BE DESIGNED AND ANCHORED TO.PROPERLY TRANSFER ALL LOADS TQSTRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS
THE RESPONSIBILITY OF.THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CON CRETEMASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETIVMASONRY SUBSTRATE. WHEN USED, I BUCKS SHALL BE
DESIGNED AND ANCHORED 10 PROPERLY TRANSFER ALL LOADS TO STRUCTURE A 40 IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD; DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR
MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. -
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201, TAB 202 AND TAB 203. SEE TEST REPORT NO. NCTL-110.21629-1, DATED 12/14118 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY '
.. .. .. ..
' . 91AROLD E. RUPP, FLORIDA P.E. - .. .. .. .. .. .. ... . ' . .. .: ' .. . .
.. ..
5. MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-OADE N00.
5,2. REINFORCEMENT: _ ..
.5.2.1. . GALVANIZED STEEL TUBE (0.935- X.0.73' X 0.050" THICK, Fy, 30-50 ksi &.Fu>- 37.5-68.7 ksi) -SASH PERIMETER
5.2.2. :CONTOURED -SHAPED RIGID VINYL: ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME - FRAME PERIMETER
6.3. LAMINATE'GLASS INTERLAYER. TROSIFOL INTERLAYER BY KURARAY AMER CA, INC. PER CURRENT MIAMI.OADE NOA.'
0. GLAZING:.: ... .. ... .. .
0-1. GLAZING DETAIL AS TESTED: -
6.1.1. OVERALL: 7!a' NOMINAL INSULATING LAMINATED GLASS. .. .. .. .. .. .. .. ..
6.1.2. GLASSTHICKNESS: (1) LITE OF 118' NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR
0.1.3. LAk91NATE0 LlT E: (2) LITES OF 1,8" NOMINAL YvYNEALEO GLA55 SEPARATED BYA 0.9)s0' TROSIFOL INTERLAYER BY KURARAY AMFJiICA. INC; -
6.1 d., SPACER TYPEISIZE: T/10- NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (TYPE SS-D).
0.1.5, GLAZING SYSTEM: INTERIOR GLAZED WITH.(2)-LEAF DUAL DUROMETER AND SIKA FLEX'552' 3ACKBEDDING WITH ASNAP-IN (2)-LEAF OUAL'DUROMETERRIGID VINYL GLAZING BEAD. '
6.2: .. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT E_OITION DF THE FLORIDA BUILDING CODE SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO"90 SHORE A DUROMETER GASKET . .
MATERIALS SHALL BE EOPId WITH'A MINIMUM 60'SHORE A DUROMETER '
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. '
7[' APPROVED IMPACT PROTECTIVE SYSTEM IS NOT. REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS, INCLUDING-
S.: SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWA13LESHINI STACK TO BE 114". .. .
' 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4- HEX HEAOTAPCONS WITH SUFFICIENT LENGTH TO ACHIEVEA'l:11T MINIMUM EMBEDMENT INTO CONCRETE WITH 1 *1& MINIMUM EDGE DISTANCE AND 1' MINIMUM EMBEDMENT INTO
MASONRY'NITH 2"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVAT9ONS AND INSTALLATION DETAILS:4" MWIMUMSPACING BETWEEN ADJACENT ANCHORS REQUIREDrANCHOR LOCATIONS HAVE+/-1"70LERANCE.
ID... FOR ANCHORING INTQW000 FRAMING OR 2X BUCK.USE ONE OF THE FCLLOWING`. . : .. .. .. .. .. .. .. .. .. .. .. .. . .
1 D.1. C12 PAN HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3W MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8- MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-70-ANCHOR SPACING OF 2-ON CENTER -
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1''TOLERANCE. •' _
1(12: ' #14 PAN HEAD WOOD SCREWS (WS). WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112' MINI,NOM EMBEDMENT INTO SUBSTRATE WITH 1' MINIMUM EDGE DISTANCE ANO MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON,CENTER .
LOCATE ANCHORS AS SHOWN,IPI ELEVATIONS AN.D )NSTALLATION,DETAtLS. ANCHOR LOCATIONS HAVE•+1--" TOLERANCE: ; -
11. FOR ANCHORING INTO METAL STRUCTURE USE P]4 PAN OR HEX HEAD SHEETh1ETAL OR SELF DRILLING SCREWS.Wal-I SUFFICIENT. LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314" MINIMUM
EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS: ANCHOR LOCATIONS HAVE'+/-1" TOLERANCE.
.12: ALL FASTENERS TO BE CORROSIO14 RESISTANT OR HAVE A CORROSION RESISTANT COATING
.13. IN ---
INSTALLATION .. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE -
Pv11N11.1U1A STRENGTH SPECIFIED BELOW:
13:1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.40'(NON-HVHZ) AND0.56 (HVHZ)
13:2. . CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI - - - - - -
13.3. 'MASONRY - STREKGTH CONFORMANCE TO ASTM C-00,MEDIUM WEIGHT WITH DENSITY> 117 PCF - -
13.4. METAL SUBSTRATE: STEEL 18GA (0.0426-), Fy - 33KSU Fu - 45 KSL OR ALUMINUM 13963-75.0.048- THICK MINIMUM.
13.4,1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. -
TABLE OF'CONTENTS
:SHEET
.: DESCRIPTION :. .:
1:
NOTES .:
2 '
ELEVATION'S ANCHOR LOCATION
3
VERTICAL SECTIONS-- CONCRETE & WOOD SUBSTRATES
4 ..
VERTICAL SECTIONS -METAL SUBSTRATES ..
5 "
HORIZONTAL SECTIONS- CONCRETEIMASONRY;WOOD &'METAL SUBSTRATES
6
COMPONENTS AND FRAME CONSTRUCTION
7
BILL OF'MATERIALS
PRODUCT REVISED .
as:eomp%i,ng with th0 Flo!
Building No
NOA=No. - 20-1103.01
Expiration Onto 01
36" MAX.::. a
s
low -
FRAME WIDT -
0
� a
34 16.
SASH WIDTH 14" s
4 o�
HINGE CENTERLMAX.INE I TYf?.. ..
A :LOCATED 7-tl8° FROM MAX.:TYP. :. .:
TO POF HEAD (TYP.? (3 m
5I; 59
0.
034 C .$ ::MAX::. ':MAX. 5: I o
00
FRAME. SASH o I : zo
EIGHT HEIGHT 5 14" :m �g
HEIGHT MAX: TYP: I a c� z . .
°x a
a ¢o:
aJ
H.
-- — -
vtuz
~i 2 Z?
ma A
2Z LOCK CENTERLINE LOCATED 4n W o 2 �p
T FROM JAMB (TYP.) �, � �
o :. w
M S_ NYL AWNING_ �J 5
OPERATOR LOCATED AT :. :. : — - -- --- Ww 'gso
15 :. (PR BOTTOM) WINDOW : $^s`
CENTER OF SILL . OJECT OUT BO
A A NC E �a s
EXTERIOR VIEW A FIORAG
23:
3 .-.4.: R
MAX. :. INSTALLATION'NOTES: R otie c o. nrtpruw. P.E.
_ fWC d2 P.F lln a3757
DLO WIDTH 1. HEAD AND SILL ANCHORAGE THE SAME. "�rrna„��
2. ' : JAMB ANCHORAGE SAME. ;`co ��MEs •�yo,�
SERIES TECH 5605 VINYL AWNING: +/• 1" TOLERANCE ON ANCHOR LOCATION, • : ,� Hs• 9
`m�0� ra FNAl
3 1 TAPCON' MINIMUM SPACING IS 4" OC • ,i°i52 :a
PROJECT -OUT BOTTOM) WINDOW (PROJECT Ow 32, .: WOOD AND TAPPING SCREW MINIMUM : ��J
EXTERIOR VIEW TAT
sPAc(NG Is z^:oc.. ,off :' 8 k : .
i F•• (�R;pP p�2�
DESIGN PRESSURE RATING (PSF)•
IMPACT.RATING
LARGE MISSILE
IMPACT -
NOTES::. .
I.: MAXIMUM ACTIVE PANEL (SASH) SIZE: 34:19" X 34.06":(34-3/16" X 34-1/16")
2.: DAYLIGHT OPENING (DLO) SIZE: 29:38" X 29.12" (29-3/8"-X 29-118")
3... NO WEEP HOLES EMPLOYED PRODUCT. REVISED ..:
a5 compl Ing with tho Florida
. , . , , , .. ... .. ... ' ' � ' Building, otlo
NOA-No.' .20.1703.05 .
Eaplration Dato 05/3012024
Mlaml-Dado Product t:ontrol
PROPERLY SECU.RED.1X12.OR.#14
'OTHERS
1T1v TAPCON
WOOD -SCREW gg
PROPERLY SECURED:IX
WOOD BUCK BY
LLATION: ANCHOR
; INSTALLATIO
N ANCHOR
MOOD :BUCK BY OTHERS
(SEE NOTE 3, SHY 1)
:.
. ,
::
NOTE 2, SHi
(SEEN 1)
.
WOOD BUCK PROTECTION BY ..
.:
1 1/2" MIN.
EDGEDIST. ::
� � 1q WS: 1"'MIN: EDGE DIST.
12 W$:'7 8 MIN: EDGE DIST.
/
2X WOOD
o
OTHERS SEE NOTE 3 I 1
( SH )..
%1N'
BY_OTHERS
dt
CONCRETE BY.OTHERS
liC
:.:.(SEENOTE
.
SHEATHING
OTH
BY ERS'."v
HT
(SEE'N07E 2„ S .'1)
x2
2:SHT..:1)
;.�
-. Q. '
v.:
1.:1J2' MIN.
:.
�:
..
EMBEDMENT
�T
"' EXTERIOR FINISH
§1M1 WS:. 1 1/2":MIN. EMBEDMENT'
a
a0
gg
F r'.:
1 4
. / "
MAx.. . BY OTHERS'
'.,12
WS:.1 3/3" MIN. EMBEDMENT
_
S HIM
SPACE..
r-
a
W
.:EXTERIOR FINISH
' .::
0
..
~�
SHIM SPACE.
a
BY: OTHERS
PERIMETER CAULK'
:.
..
/
BY OTHERS:
:. .:
3
PERIMETER CAULK __/
o
15
1
BY OTHERS
w
A
28
�O
4
3
3
a
w
p
:..
.2.
.2.
::
..
❑
7 ..:
1'S
28
Cl
,
q '.:.
�j
O
¢
CO
1.4
..
6
. ...:
7
.
..
13
:'
6
zO,�..Z3..'
ai
—
of
3 .
13
L� '5:
>. c�7 W
a
SEE GLAZING
L.
} .
WINDOW ldQ@
DETAIL b;
ANTERIOR::. .:
:. .: EXTERIOR .:
3 :. ..
WINDOW
z
y z
y
HEIGHT .. or
SHEET 4 . -
.. - -
- . ..
DETAIL :T.
..
ldIES14� � HEIGHT
w �S
m c0.7
SHEET 4
3
3�
fj $
:.
13
11
... ..
..
4::
SANCHOR—TO—SUBSTRATEE11.
13
DGE DISTANT ARE.
TYPICAL D
4uJ
6
to
co
w�
�w
2
(3
2
7
>
.:. .:
15
� .:
--
�o o
.: a
MEASURED TO BOTH
SIDES 'OF SUBSTRATE'
: 15
_
��1177
Lrn1]O
8:
W
F!
28
16 23 : 28
t fi 23
a4t e i �: nmo. P E
..
.. ..
..
.. ..
Florida P.E No-.437b"2
PERIMETER CAULK
`��P� �AA1ES
6Y.OTHERS
3 1/q,:MAX.
P
SH M ACE
S
0
3 1/M1" MAX.
SHIM' SPACE
��0� •��GEN3E 9�•.
`* No �� sa i►
EXTERIOR i*ISH
BY'OTHERS
..
..
�� t7 •'
�., ky�l
:.
}_
PERT IA BYROTHERS-�
.. ..
;�;
ia1;
: ;
�. `.
-off i -
�* -
�y4 \ q
w
'
CONCRETE' BY OTHERS
,;,
:
, a
.;'
'1/2" MIN.:
(SEE: NOTE 2, SHT.: 1)
_L
e'e '
.1
EMBEDMENT
�12
-.
..
EXTERIOR FINISH
WS: 1 3/8" MIN. EMBEDMENT
PROPERLY SECURED' :1 X'
s:u
o eq o.
" " .. !
BY :OTHE RS
h
WOOD;.BUCK BY OTHERS.
1 1/2" MIN.
SHEATHING
2X WOOD. ..
.(SEE NOTE 3, SHT. 1) ..
EDGE .DIST.
BY OTHERS;
BY OTHERS
WOOD BUCK :PROTECTION
1 /4" TTW .TAPCON 36
'ANCHOR
#'14 :WS- 1" MIN.: EDGE DIST.
(SEE. NOTE -2.. _1)
BY OTHERS (SEE NOTE 3,,
SHEET 1
'
INSTALLATION
#12 W5:.:7/8" MIN. EDGE DIST.
PROPERLY CURED IX
PRODUCT
R IiShoFFlohp�
.. ... .. ..
.
...
.. ... ..:...:
�12 OR OD SCREW 35
'WOOD BUCK'BYOTHERS
E ) ...
(SE NOTE'2, S 1
Bo oomptyCytngg wEth
ugding Codi
VERTICAL SECTION
INSTALLATION
IN AN
S ON ANCHOR
::
.
NA -No: 20-1103:05
a CO\Cfif Iti SUUS114\Tt
VERTICAL
SECTION
Frtplrotion oato0s13of2024::
:.. :..
. ' :.. .. .. .. .. A
' : .WOO TE. .. . .
u sussnw
t 61-undo Product Control
INSTALLATION NOTES:
a
APPROVED INSTALLATION SUBSTRATES INCLUDEG:. THE FOLLOWIN:
$
1; 1. :: WOOD FRALlNG,".
':. :.
}J
..
.. ..
.. .. .. ..
.. ..
1,2.• 'STEELSTUDFRAMIWO. .. .. .. ..
.. .: .. .. ..
..
p
- , , _
..
�I
.. A14 SHEET: METAL 37
..
1.3; ALUM9NUAI FRAMINO, AND
I* COW-nCTEANDIOR MASONRY:
mq
.:
SCREW/SELF-DRILLING SCREW
INSTALLATION ANCHOR
METAL SUBSTRATE
2. RED
onTn srnucATURE OPE1JwGroTHE REs�N5�4mOF
�
,-
.BY OTHERS
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.3. .1XBUCK OVER CONCREIE6AASONRY IS OPTIONAL WHEN IX BUCK IS USED, INSTALLATION ANCHORS WU PASS THROUGH WNDOW FRAME
"AN DIX BUCKINF°CONCRETEMIASONRY SUBSTRATE ILL WHEN USED. IXBUCKSSHL'BE DESIGNED JWDANCHORED TO PROPERLY
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EDGE DIST.
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TSFER ALL LOADS TO STRUCTURE AND: IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIVULAR M4TERIALS;
NW
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TYP;
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INTERIOR WALL -
..
AIUSiBE SEPARATEDWITI+APPROVEDCOATINGORMEUBRANE.¢ELECTIONOFCOATINOORMEM®RANE ISTHERESi+ONSIBNTY,0 THE
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MAX.:+-
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I° ItIrt' OR.Sri LOAD BGARLVO SFIIM. M WIIEF� 6PAC I1G.OR GRFA7T: CURS.
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. SHIM' SPACE
n1AwMupraLLrnW E sNut STACK vac;
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EDGE p15TANCE ANDMIIHINUM AM,•cNOR+TQ.ANCHORSPACWOOFY ON CENTER CATCHOIRS AS
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37
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PRODUCT:REVISED
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2X WOOD :.
FRAME OTHERS :.
14
'SHIM"SPACE 1/4": MAX;. SHIM SPACE,, ,.: 1:.1 2` MIN. EMBEDMENT — CONCRETE o_ &
SEE NOTE 2, SHT. 1 /
(.. ) SHIM AS REQUIRED
1 DME . — O,lR .. " MW EMBE NT ARAS * Y
INTERIOR .. .. 8' 22
m
o
N
.41:4 V6: 1 1 /2" MIN. EMBEDMENT - - - -
'412 1VS: 1 3/8": MIN. EMBEDMENT N NCH s
1 7 6. 4 5 3 14 3 5 4 6 7 1 3G 1/4" R' TAPCON INSTALLATION:A OR F.
05
412 OR #14 WOOD -SCREW 3g Q ,•p. 1 '1/2"" MIN. EDGE DISTANCE- —':CONC. a
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,Rr12 WS: 7/8" MIN. EDGE DIST. (SEE NOTE 2, SHT. -1) o
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PROPERLY SECURED 1X SEE.G.LAZI G p WOOD BUCK BY .OTHERS y �,
WOOD BUCK, BY OTHERS.::'r`ial`'_•.ito 12 DETAIL 1, 17 �y (SEE NOTE3, SHT. 1) -
15 2: 14 14 2 15 �� a
(SEE NOTE 2, SHT. 1), 18 SHEET 4 18 7s'.j' WOOD SUCK: PROTECTION. BY o� 3 m
SHEATHING EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) z
V.
B.Y. OTHERS o
EXTERIOR FINISH: ? o
EXTERIOR FINISH PERIMETER .CAULK PERIMETER CAULK BY OTHERS vi x ¢ 23 _ Z
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HORIZONTAL SECTION z>N
B HORIZONTALSECTION m WOODFRAMESUBSTRATE ANCHOR: -TO -SUBSTRATE, %C�go __ JN
EDGE DISTANCES ARE ..CONCRI IElAlnsonRY w p.F m ^
TYPICAL AND SUBSTRATE p
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14 3 5 4 6 7 37 SCREW%SELF_DRILLING SCREW S
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SHEET 4..
EXTERIOR FINISH
PERIMETER CAULK.: BY OTHERS .: PRODUCT. REVISED ..
BY OTHERS': : Building.s mPlyindq with the Florida
.. ... .. .. .. ... .. ... .. .. C Q
.. ... ... ... .. ... o o . .
.. .. ..
NOA"No. - . 20.1'103.05 .
D HORIZONTAL SECTION. a:Piruticn Datoo51301zo24 .
: q.. .. ey:. �..
Mlnml-Dodo Produet Control
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FaliAa P.E. No. a9142
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`IINIIIr111II/
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0�'•�.�GEHSF•;9G
No 49 52 '`�Z
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PRODUCT
-REVISED
y g d h as eomplyirig' w' h t u PIorIQa
... aullding.Codo
NOA-No.' 20-1103.05
(2) Hyarade Metals Specification: AISI 100S to 1010,.CS Type A and 0, 30 ksi to 50 ksi Yield Strength, 640 Galvanized expiration onto 05130f2024
(2) ENERGI FENESTRATION SOLUTIONS:USA, INC., PERTHE CURRENT-MD'NOA . ..
By . ��
MiaTt-Dodo Product Control
Series Tech' S605 Impact Awning / Bill of Material. ,
Ilern No. Description � Part Numbers Supplier Material Note}
" Frame Components
1
Master Frame.
IV White 1083 ! 7733
Ene�gi i Royal
White PVC 2
2
Sash Frame (Operating Sash)
N Whito 108417734 ; .
Erieigi !Royal.
White PVC (2)
3 .:
Glazing Bead Slop (Operating Sash).' :' • :'
N White.1060 i 7753
Energi f Royal-
White PVC (2)
' Screen Components
4
Single Leg Frame:New White: :.
Os516NEW192:
Shapes Unlimited
Aluminum
5
Fiberglass Screen Cloth Charcoal/36" x 600'
3t100020 �
Phifer
Fiberglass
6
Screen Spline
EX-4165=BK
Imperial Plastic USA'
"
7
AtuminumComer•Keys
CK252X260
HygradeMetals
Aluminum':'
8 .
Screen Clip Clear ..
8T94352
Ashland"Hardware
9
30PP12-18P50-9116 X.1 3!8 X 3 Foam Block ..
W0511022:
Lindenmeyr .. . .
10" -
AccessoryParts Installation Translucent -
02-MX015001.002
Novagard Silicones
Glazing :.
11::
Glass Setting Blocks Sash.
2N6.8K-0.0062-028.064
Frank Lowe
Neoprene w170 to:90 Shore A Durometer
1.2
Operating Sash E366 2.7mm J 0.08 Trosi(ol. PVB,Interla er IG
Hurricane Laminate. Impact
Cardinal -
Kura ray America, Inc, Trosifol PVB
:13
ENDUR IG wlth:XL-Edge SS Spacer (SS•D. TYPE)
Cardinal
Stainless Steel
14
Wet Glaze Operating Sash
552.Sika