HomeMy WebLinkAboutNotice of Acceptance (2) MIAM E File, Co MIANl1—DADECOUNTY
4 PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION R lY 590 F(786)315-2599
1 0 ICE OF ACCEPTANCE NOA C 1am1d'ade:iik'/buiIdin�
y Regency �1.
00 a LU Plus,Inc.
20 Locust Gap Highway r CIE t a
Mount Carmel PA 17851 "° }'
`SCUPGi
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or 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 reserves the right
to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product
or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
C including the High Velocity Hurricane Zone. _
DESCRIPTION. Series 52Q5'Outswmg fift' p. Caseiuent Wind&V L.M:I 'fi _`-
s:_
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series Tech 5205 Vinyl OS Casement
Window-L.M.I.",sheets I through 7 of 7,dated 10/14/08,with revision M dated l 0/20/20,prepared by PTC
Product Design Group,LLC,signed and sealed by Robert J.Amoruso, P.E., bearing the Miami-Dade County
Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-
Dade County Product Control Section
';yNIISSILE IMPACT..RATLNG Large'and Small,Missile Impact Resestall
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,series,
and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County, Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.20-0506.03 and consists of this page 1,evidence pages E-I and E-2,as well as
approval document mentioned above. _
The submitted documentation was reviewed by Sifang Zhao,P.E. > r ,
/ NOA No.20-1103.07 1;
M1AMtuAnE UNTO' `fir fir` Expiration Date: May 06,2025
01/21/2021
Approval Date: January 21,2021
^�l Page 1 R�
Re2encv Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted tender NOA No. 08-1118.10)
2. Drawing No.RPLS0061,titled"Series Tech 5205 Vinyl OS Casement Window-
LMI", sheets I through 7 of 7, dated 10/14/08,with revision L dated 04/28/20,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94
2)Uniform 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 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test, per FBC 241.1.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a white PVC casement
window, prepared by National Certified Testing Laboratories, Test Report No.
NTCL-110-11618-1,dated 10/02/08, signed and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 08-1118.10)
along with marked-up drawings and installation diagram of series 5205 outswing vinyl
casement window,prepared by National Certified Testing Laboratories,Test Report
No.NCTL-110-22725-1,dated 02/14/20,with revision 01 dated 04/07/20,all signed
and sealed by Joseph A. Reed, P.E.
(Submitted tinder NOA No. 20-0506.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5ch
Edition (2014), dated 09/03/15 and updated to the FBC 0 Edition (2017)with
revision 1 dated 04/29/20, prepared by PTC Product Design Group, LLC,signed and
sealed by Robert J. Amoruso, F.E. (Submitted tinder NOA No. 20-0506.03)
2. Glazing complies with ASTM E1300-04
CI. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
CII. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated OS/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Exterior Extrusions for
Windows and Doors, approved,on 03/08/18,expiring on 02/28/23.
Sifang Zliao,P.E.
Product Control Examiner
NOA No.20-1103.07
Expiration Date: May 06,2025
Approval Date: January 21,2021
E-1
Regency 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 Building Products Profile Extrusion compound designed for Windows and
Doors dated May 19,2016.
F. STATEMENTS
1. . Statement letter of conformance,complying with FBC 0 Edition (2017), dated January
8, 2018, prepared by PTC Product Design Group,LLC, signed and seated by Robert J.
Amoruso, P.E.(Submitted under NOA No. I8-012Z14)
G. OTHERS
1. Notice of Acceptance No. 18-0122.14, issued to Regency Plus, Inc. for their Series
"5205"Outswing White PVC Casement Window—L.M.I., approved on 03/08/18 and
expiring on 05/06/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.RPLS0061, titled"Series Tech 5205 Vinyl OS Casement Window—
LMI", sheets 1 through 7 of 7, dated 10/14/08,with revision M dated 10/20/20„ prepared
by PTC Product Design Group, LLC,signed and sealed by Robert J.Amoruso, P.E.
B. TESTS
None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 7th Edition (2020), and of no
financial interest, dated 10/20/2020, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert J. Amoruso, P.E.
G. OTHERS
1. Notice of Acceptance No.20-0506.03, issued to Regency Plus, Inc. for their Series
"5205"Outswing White PVC Casement Window—L.M.I.,approved on 03/08/18 and
expiring on 05/06/25.
L
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.07
Expiration Date: May 06,2025
Approval Date: January 21,2021
E-2
ENC LIDS, INC.
SERIESTECH 5 VINYL OUTSWINGCASEMENT WINDOWB
rm g a.3 -
LARGE MISSILE IMPACT' U, a o W
0. QO
NOTES: INSTALLATION ANCHORAGE DETAILS
74PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). O w
2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO RE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,FRAMING AND CONCRETEIMASONRY OPENING IS m ,;
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR r
MEMBRANE SELECTION OF COATING OR MEMBRANE-IS THE RESPOISIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD
o h a O
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201.TAS 202 AND TAS 203.SEE TEST REPORT NO,NCTL-110.22T25.1,DATED 2114120 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK.PA.SIGNED AND SEALED BY J065PH }r G¢
A.REED..FLORIDA P.E. '-
5. MATERIAL'
51. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMIrOADE NOA. 4 52 REINFORCEMENT: Z Z � N
5 2.1. GALVANIZED STEEL TUBE(0.935"X 0.73-X 0,050"THICK,Fy=30-50 Psi&Fu-37 5.68.7 ks)-SASH PERIMETER L7 w m.
5 2 2. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER o m,Z 1n 'Q z
5.3 LAMINATE GLASS INTERLAYER'TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA.. ¢0- VI i
a C0 w uJ cW- K
6. GLAZING' �-I-S O o
III, GLAZING DETAIL AS TESTED: Z jp K�z
6.1.1. OVERALL:N8'NOMINAL INSULATING LAMINATED GLASS. - UW.J O U S v,
6.1.2. GLASS THICKNESS.(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. W-1
61.3. LAb11NATED LITE'(2)LITES OF 118-NOMINAL ANNEALED GLASS SEPARATED BY A 0 090-TROSIFOL INTERLA YER BY KURARAY AMERICA.INC.
6.1A. SPACER TYPEISIZE:711 S'NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). ' ng
6.1.5 GLAZING SYSTEM INTERIOR GLAZED WITH(2)-LEAF DUAL OUROMETER AND SIKA FLEX"552'BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL OUROMETER RIGID VINYL GLAZING BEAD. N M u Fq -
6 2 ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE,SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET U
MATERIALS SHALL BE EOPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. F e°
G.3 AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT Lu
APr�,ROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIO;IS INCLUDING THE HVH2 w
} w w�ryLL
-h 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1116'OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE II4" y g
9. FOR ANCHORING INTO CONCRETFJMASCNRY USE 114"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 t12`MINIMUM EMBEDMENT INTO CONCRETE WITH 1 IW MINIMUM EDGE DISTANCE AND I"MINIMUM EMBEDMENT INTO
MASONRY WITH 2-MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE•I-1'TOLERANCE. Ruben J Ar.�uuca.P.E.
FFlentln P E No.49752
11) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 4��"Josl E5 q"
10.1. 912 PAN HEAD WOOD SCREWS WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 TS'MINIMUM EMBEDMENT INTO SUBSTRATE WITH VW MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2-ON CENTER. 10.19i Q
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE•7.1"TOLERANCE. 02,_ .`�GEN�F.,.PG�✓
102. #14 PAN MEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112-MINIMUM EMBEDMENT INTO SUBSTRATE WITH I-MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2-ON CENTER. 4: Ne 49 52 to S
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-V TOLERANCE.
11 FOR ANCHORING INTO METAL STRUCTURE USE 914 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314-MINIMUM ro" V pp�4
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCATIONS HAVE♦A i"TOLERANCE '��,�i•;w� p:a�$
. Fcs•ZORtp•�p�p
12 ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS '"ov"01ONA„��1���
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET- DESCRIPTION
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE I NOTES
MINIMUM STRENGTH SPECIFIED BELOW:
131. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0 42(NON-HVHZ)AND 0.55(HVHZ) 2 ELEVATION&ANCHOR LOCATION
132. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3, MASONRY,STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 3 VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES
13.4. METAL SUBSTRATE:STEEL 18GA(0.04281,Fy v 33KSI I Fu=45 KSI OR ALUMINUM 6063.T5 0 048'THICK MINIMUM. VERTICAL SECTIONS-METAL SUBSTRATES
13 4 1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. PRO�UGT REVISED -
S HORIZONTAL SECTIONS-CONCRETEIMASONRY,WOOD&METAL SUBSTRATES a..Nd
.'1z=yrfth ln.Plaid.
NOA41. 20-1103.07.
6 COMPONENTS AND FRAME CONSTRUCTION -e„Po-.u.,,o.f.05;0B1202S
7 BILL OF MATERIALS °y
Ml.mf-bado 6r ueo.
x
36 MAX n m
FRAME WIDTH' p =
28" r u
SNUBBERS LOCATED m w =
! SASH WIDTH I j4'AND 17•FROM EACH MAX.TYP. o ~"
( /!
END AND MID-SPAN OF 4'
THE HINGE STILE WITH MAX.TYP, 3 w N
CORRESPONDING a o 3 W z o o tl
HINGES ON THE HINGE E s
—
JAMB
.�
� � Y
ssai" :cow f I l � l" 61 o
MAX. MftiX. 5 i I '' I .5' MAX.
r FRAME VENT -c
�D^�a:'--...jl I" D t DLO g .
P'k HEIGHT HEIGHT HEIGHT I I I } o
z
Sir
inn�t
I I€I ' Iij lIi',� a �i1tI■■1I I
t�.. . jl II L........... 3Z
tc
a
s \ Z<MAX.TYP z
......'..........
4 jl II 4uj
1p
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w "NE
.�............. .............................. _.................T..- ;._ ....: a
a a
LOCK CENTERLINE LOCATED OPERATOR LOCATED 11"
J -� IL 4.. 3 Re6en d, momm,P E
9"FROM JAMB(TYP) I i f I '- FROM JAMB(TYP.) MAX.TYP. Fiben,AP. New,P
.49752
SERIES TECH 5205 VINYL OUTSWING ��•�� �' �,
CASEMENT WINDOW =qN1 No 49
W EXTERIOR VIE -ANCHORAGE ^9i U qq4 ¢'
,— 298"MAX. ',AO�;• 8fA7E'CI ��
s
PLO WID1 h! INSTALLATION NOTES, '.,f6a �...
O <,?.�p�
� Nh�
- �- 1 HEAD AND SILL ANCHORAGE THE SAME. •�erygglptN`
1�SERIES TECH 52D5 VINYL 2 JAMB ANCHORAGE SAME.
OUTSWING CASEMENT WINDOW. _ zy 33;1}` 1 TOLERANCE{MU ANCHOR
LOCSPACING IS 'TIO
s , EXTF RIOR V1EW� 32, WOOD AND TAPPING SCREW MINIMUM
SPACING IS 2"OC,
''DESIGN PRESSURE RATING(PSF IMPACT RATING
-� ) NOTES: PRODUCT REVISED
ompl I Mth thu Ronda
Oullding Lta e
'�• LARGE MISSILE 1•NOTE,
ACTIVE PANEL(SASH)SIZE:34.25"X 66.313"(34-1/4"X 66-5/16") HOA•wo. 20•'i109.D7
N' +55.0/-55.0 2 4 DAYLIGHT OPENING DLO SIZE:29.38"X 61,313" 29-3/8"X 61-5/16" E.
IMPACT (DLO) ( 1 w atl c t osroeraoas
- — -- `3, `NO WEEP HOLES'EMPLOYED
-
;J PROPERLY SECURED 1X j #12 OR #14 WOOD SCREW 41 .. PROPERLY SECURED TX
43 1 4" ITW TAPCQM INSTALLATION ANCHOR _WOOD BUCK BY OTHERS 1•
WOOD BUCK BY OTHERS INSTALLATION ANCHOR o m
w 1`•c (SEE NOTE ?., SEiT. t) n
(SEE NOTE 3, SHT. 1)�`1 Y o
" hAitJ 2X WOOD € 3 Fill
WOOD BUCK PROTECTION BY P: w'S.T. y ;:C" t,'.'•_ E'GE Q:`:T' Y OTHERS
OTHERS (SEE NOTE 3, SHEET 1) SHEATHING- (SEE NOTE 2, SHT, 1) 1 CONCRETE BY OTHERS-- BY OTHERS\ (SEE NOTE 2, SHT. 1) \
! �Jr
�. L, " a ':".:.I.1 I / '1I W 1 !2" MIN Q� 4
,
Y < o ...... EXTERIOR FINISH J}. t
•.,,u, -- —_•.—. ..........�"""`= BY OTHERS ..,•�` #12 W'S• 1 3%8" MIN
v
t �
MAX
EXTERIOR FINISH a,
BY OTHERS ;.r"'� _............... i .........g_ \\�
}t I PERIMETER CAULK-
=k BY OTHERS J�
PERIMETER CAULK-
j BY OTHERS' ' i ^
f�^IIII y— 3 6
17
{ 2 - fvjOL -{ zD ;
13 2 ti c
-
W O
73 . ri _toy
'�— EXTERIOR X TERIOR - ° s N r 0 m t
`^ JCL - i
En
'SEA CLAZINf I4 �"•,,� ti✓ i
R
� _r Z I R! INTERIOR DETAIL i, ulSEE GLAZiNG
DETAIL TSHEET 4 Ov BrB oh
L4 p > a
/� SHEET 4 us
me 2 a CI
:.� t�
� /�,'/r�J' U
1 -13 5 14 .-�:-�" • N s w a
r �`".,; „r•�'; '""`"- po
JANCHOR-TO-SUBSTRATE
60 EDGE DISTANCES ARE
TYPICAL AND Q 7 .. cn j �.
_ MEASURED TO BOTH 2
�•'qq
, SIDES OF SUBSTRATE c
19 25
i
t7
..q RobertA E.:N..,PE
P8 !9 25 24 3 USED AS mda P G N.49:52
i ? / USED AS �„ NFOR FRAME SILL ttptwuq
FRAME SILL REINFORCEMENT ``,_
PERIMETER CAULK REINFORCEMENT ttaY.. Q.�tcEHs�ti,A��
f BY OTHERS
�j
•. -' .-...�.i--Hlt? • r SHif ...................#.... i� �4ic d9 52
PERT. CAULK
EXTERIOR FINISH BY > -
,..a r.•. t t ..._......._..................L. .A�. uTATEt�7c( 5
? BY OTHERS �•-•�^r' f Sr+' _ w..
METE '
f CONCRETE BY OTHERS <+ > 1< Y `
(SEE NOTE 2, SH1. 1) ' A (i. F:HT o ;!" MIN. EIARf C-�IT . p�Sglp' 4E4 toy
`'%` a .-.^ s' ! t'1 WS: i 'i'Y' LaiIJ EbtEFCt.tF"I 4rrytNAtpt>••t
EXTERIOR FINISH \ N ,`
? a o n n BY OTHERS \ -.
:# PROPERLY SECURED 1X
WOOD BUCK BY OTHERS ( I }•_ hll SHEATHING \ t� 2X WOOD
(SEE NOTE 3, SHT, 1}
EC £ '! BY OTHERS J BY OTHERS
WOOD BUCK PROTECTION 1/4" 1TW TAPCON 4a NOTE 2, SHT. 7) 'r
jt4 wS. I" „till L::;4C. D'ST
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR h12 WS, ;;W Mitl i'^CE ;}I`.;T 'I PROPERLY SECURED 1X
SHEE .1) WOOD BUCK BY OTHERS i PRODUCT REVISED
#12 OR #I Al WOOD SCREW 42 (SEE NOTE 2, SHT, i) i-; ...— 1 Miih eh.Ftar tl,
r
INSTALLATION ANCHOR _ Nt7a N0.��20-1103.07
VERTICAI,SECTION
roN.tu rl iu1T51RATE
-- - - VERTICAL SECrnTt_I ON
A aoonsues w .ua,aat.0at0Etzaa-s` 4V'
• Mta a tCwet
S S
� ¢ a
INSTALLATION NOTES: pp
1 APPROVED INSIALLATIC!7 SUBSTRATES INCLUDE THE.FOLtOVANG: N
I I WOOD FRAMING, o C i 2
1 2 STEEL STUD FRAMING. g
17 ALUMINUM FRAMING.A140 `t µ
#14 SHEET METAL. 14• CONCRETE ANDtOR MASONRY a U
SCREW/SELF-DRILLING SCREV METAL SUBSTRATE 2 2%WOOD FRAMING,IX OR 2XWOOD RUCK.METAL FRAMING AND CO NCRETEtMASOIIRVOPEN!NGTOBEOESIGIIEDANDANCKOREDTO LL nW m
INSTALLATION ANCHOR FBY OTHERS PROPERLYTRANSFER ALL LOADSTO STRUCTURE FRAMIHGANDCONCRETEIMASCNJRY OPEtNNG 1STHERESPONS!BIUTYOFTHC V O�N ka Ou �T
ARCHITECT OR ENGINEER OF RECORD U,
(SEE NOTE 2, SHT. 1) 0 w; T w o
EXTERIOR FINISH 3 IX OUCKOVER CONCRETE!MASONRY ISOPTIONSL WHEN IX BUCK IS USED,INSTALLATIONANCHOHSWILL PASS"OUGHWINDO•.•JFRAME ¢ Q2 s4a Q�
BY OTHERS "`",_`) 3/w' t:filJ. / [ I"RLADS t.?1rI. AND IX BUCK INTO CONCRETEfMASONRYSUBSTRATE.WHEN USED,I't9UCKS SHALL BEDEStGNEOA:OANCHCRED70PROPERLY
a o�
-EC±G J,,, .—.i �F,IBEDMENF 3=7GN� TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEER OF RECORD DISSIMPAR MATERIALS
�' II;TERIOR WALL !AUSTBESEPARATEDWITHAPPROVEDCOATItIGORMEMBRANE SELEC710tL OF COATING OR MEMP.RANE15 THE RESPONSIBILITY OF THE W S�
171 (TYP.% ARCHITECT OR ENGINEER OF RECORD
I '4" LIAY•. 4 SH!M AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIRI SI MWHERE SPACE OF 1,117'OR GREATER OCCURS E cI Y
�S{•,..ilF l SHIM SPACL IAAXIMUM ALLOWABLE SHIM STACK TO DE 117•
S FOR ANCHORING INTO CONCRET&MASONRY USE IM-HEX HEAD TAPCONS YNTH SUFFICIENT LENGTH TO ACHIEVE At I?MINIMUM
LJ 1• EMBEDMENT IIJTO CONCRETE WITH 112"MINIMUM EDGE DISTANCE AND P MINIMUM EMBEDMENT INTO MASONRY VJITH 2'MINIMUM EDGE
..' DISTANCE.LOCATE ANCHORS AS SHOL:N RJ ELEVATIONS AND INSTALLATION DETAILS 4'MINIMUM SPACING BETXEF.14 ADJACENT ANCHORS 'g4
PERIMETER CAULK "" REOUIREO.ANCHCR LOCATIONS HAVE H•1"TOLERANCE. J N U
BY OTHERS // B FOR ANCHORING INTO WOCOFRAMR4G OR 2X BUCK USE 014E OFTHE FOLLOWING: 0U) O 4 K O
G.J. k12 PAN HE VWOO SCREWS 6NSI WITH SUFFICIENT LENGTH IO ACHIEVE A I Ur MINIMUM EMBEDMENT INTO5UBSTRATEYNTHTtB' W ti
`f r
❑ #
- / R SHOVNV Irl S
MINIMUM EOCsEC1STANCe ANO MIN;,l1UM ANCtIOR•TOANCHOR 5PpCING OF:ON CENTER LOCATE A:'Kf C SA5 2 C �}
ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCA74OIJ3 HAVE•I•I'TOLERANCE.
17 02. HI4PANHEADWOODSCREVVSIWSI WITH SUFFICIENT I EUGTIN TO ACHIEVE A I I?MINIMUM EMBEDMENT INTO SUBSTRATE WITH T' to
Fi°7)� !AINIMLEDGE DISTANCE AND MIN!MUM ANCHOR•TPANCHOR SPACING OFF ON CENTER LOCATE ANCHORS AS SHOWN III 't Za!
ELEVATIONS AND INSTALLATION DETAILS.AI4CHOR LOCATIONS HAVE-A I'TOLERANCE
2 77 FUN ANCHORING 11470 METAL STRUCTURE USE IMOR HEX HEAD SHEET MET AL OR SELF ORILUNG SCREWS VATH SUFFICIENT LENGTH �.-uj, m F
TO ACHIEVE 3 THREADS MAILUM BEYOND STRUCTURE INTERIOR WALLVITH U4•MINIMUM EDGE DISTANCE AND MINIMUM 7D.d IU z
13 ANCHOR•TO•ANCHOR SPACINGOF:ON CENTER LOCATE ANCHORSAS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS ANCHOR J,O 'i 3
EXTERIOR 6 LOCATIONS HAVE 4,I"TOLERANCE d LD to g
i Dl
B IN7ERIORANO EXTERIOR FINISHES BY OTHERS N0TStrOWNFURCLARIFY.
5
14 Sa GLAZING S Pf:R1METER ANDdOINT$EA'J.NT BY OTHERSfOBEDESIGHEDANDtORSPECIFIECIN ACCGR(}iNCEYdTH ASTM E?I12 W�F jU O ,A
EXTERIOR DETAIL 1, WINDOW NN R
ANCHOR-TO-SUBSTRATE �j
SHEET 4 T. I 3 HEIGHT EDGE DISTANCES ARE
14 TYPICAL AND 7/8" C,A. UJdINATED W.SS CONSISTING
MEASURED'TO BOTH -
t3 T,"- SIDES OF SUBSTRATE 9i H,IAL 10P t HIhIATF11 MASS - !^t LW-w
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4 „.......................�,L ^•n•I) ± Fr.R f AM ERICA IivC, TRI',SI"CJL. E2
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RO.ft J A.—I.,P E
17 ( 3 13 riand3 P E No.43752
29 1 19 25 EXTERIOR \INT_ERIRIQQ `�r�3><t6f5 4�0�,,4
��1�~1'�•.,,.,,. USED AS
3 i,.• •`ICEAI8F•.9G�.j,�
FRAME SILL +
PERIMETER CAULK i - * ds e2 •.*=
REINFORCEMENT J .......__._,..-�.._._
BY OTHERS �, . „� 3"0: •Jcs
1 �- ss _ 90 4�rAT� yfs+=
---_� -_-.� 61IL .............� opyu•`y.�a
13
r• ._..._............... ...._._.....-..._........_ _ -.�.* �FSS.Qii..
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EXTERIOR FINISH f`' ? I.1
F4A9:.
BY OTHERS-'• ` IN _ �
#14 SHEET METAL. '1_METAL UBSTRATE
SCREW/SELF-DRILLING SCREW eY p;HER GLAZING DETAIL i PRODUCT REVISED
INSTALLATION ANCHOR f4 Vg2, ith tlw FUAda
(SEE NOTE 2. SHT. 1) amia Dada
NDA-do. 20-1703.07
VERTICAL SECTION e•PI.Ba u•t.osroeJzozs
h1I_IA1 SL.liti'f'12A"1'R - By
Mb • Cunt
D s
2X WOOD 1/4 1`IA+ USE AS:+'1•. FRAME JAMB ry m
FRAME BY OTHERS •1111M PA REINFORCEMEN .;.+' S _ "
(SEE NOTE 2, SHT. 1) \ '••�,'••� Hil.i �P;CE -I 1 1 '2'- MIN. EMBEOMEt7T - CONCRETE o v
INTERIOR SHIM AS REQUIRED; "' t�' MIN. E6iHEDIaEtaT - r.vSUNRr
3 1 31 3
t t:IUL KiEmT J 19 6 4 13 4 6 7 10 1 cE 43 1/4" ITW TAPCON INSTALLATION ANCHOR :1is� W �
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' I � `aw
'. .... — _ GE DISTANCE r014C. n. o
912 OR #14 WOOD SCREW az ;\ / ! - � - � �- � ------ - 2 LfIPI EDP�D15T.1NL'E�71r MASv'NpY �o s z 5 w
INSTALLATION ANCHOR 1 q q w w
...�........_._...___•..—m.,..... � — 0 �t q•- 9 •.9—CONCRETE OR MASONRY J r
#14 " h D F DI T _ q. BY OTHERS w a
#12 W U E D'T i oo � I no q'q (SEE NOTE 2, SHT. 1)
4 �I S
:� . E GLAZING i 4 q�— - 0 g
if q q PROPERLY SECURED 1X �� a g
DETAIL
PROPERLY SECURED 1X 1. WOOD BUCK BY OTHERS
WOOD BUCK BY OTHERS ,. .� / SHEET 4 114 13 2 17 Irt��v .q ` (SEE NOTE 3. SHT. 1) zs K .
(SEE NOTE 2, SHT. 1) , 1' { y-y f WOOD BUCK PROTECTION BY `s
SHEATHING 17 2 13 i4 EXTERIOR ! i•) .: :p::.,' s OTHERS (SEE NOTE 3. SHEET 1)
BY OTHERS ( $�� o
jj \--EXTERIOR FINISH Z<?o w
EXTERIOR FINISH-7 PERIMETER CAULK PERIMETER CAULK-- BY OTHERS ui ---4!2:; ° z
BY OTHERS BY OTHERS BY OTHERS c n U} t
>.,woz a
HORIZONTAL SECTION z 5 0 ZN
WOOD n1An1G S1 FISTRATTi ANCHOR-TO-SUBSTRATE C HORIZONTAL SECTION Lu Q 0 z� �p
EDGE DISTANCES ARE CONCR&TC/MASONRY w 1- u1y
TYPICAL AND SUBSTRATT K 1 oru P I ti
MEASURED TO BOTH N �� gSa3
'4• bIA,<. `iHIM S J` .. SIDES OF SUBSTRATE 00
wu!NTERIOR SHIM AS REQUIRED
3 13 S 4 6 7 10 1
#14 SHEET METAL
44 SCREW/SELF--DRILLING SCREW Inm °'L f
INSTALLATION ANCHOR i
.... ROW AMV.sa PE.
,5/4" MIN. Fiends PE tl.•9752
GE DIST. (TYP.) �A lft"o
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0 _F .�
3 Tr117LP.DS Mit!.
SE GLAZING om
FmL'EDMENT BEYOND INTERIOR WALL
DETAIL 1, �9p;• iAYE j+�g
SHEET 4 —METAL SUBSTRATE BY OTHERS
— (SEE NOTE 2. SHT. 1) ......
17
14 13 2 1 EXTERIOR FINISH
PERIMETER CAULK ` BY OTHERS
BY OTHERS
PRODUCT REVISED
mply�tg llh IM Florid.
DWldtne Coda
_O_ HORIZONTAL SECTION enplwl.n D.a USIO62025
Alt IAL V IISTRAll: Dy f - - ---
0 MAIN FRAME 2 SASH FRAME 3 GLAZING BEAD SCREEN FRAME t7 SASH REINFORCEMENT
0.085" TYP. WALL THICKNESS 0 0.080" TYP. WALL THICKNESS 0 0.070- TYP, 0 0.045" TYP. 0 0.05" TYP. WALL THICKNESS m W
WALL THICKNESS WALL THICKNESS GALVANIZED o ai9 3
� cly35..
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MASTER FRAME
CONSTRUCTION PR°°"`y,T�6EYthEC
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Series Tech 5205 impact Casement/Bill of Material
Item No. Description 1partNurnt Sup Iler Material c >i
Frame Components 3
1 Master Frame IV white 1083 l 7T83 Eno I l Ro al White PVC 2 LL U
2 Sash Frame Operatin Sash IV White 108417734 Energl I Royal White PVC 2
3 Glazin Bead Stop(Operating Sash)_ IV White 108017753 Ene I 1 Royal White PVC 2 w o R o
Screen Components w c kl
4 Single Le Frame Now White 06516NEW192 Shapes Unlimited Aluminum a ¢p a
2E �o LLd
5 Fiberglass Screen Cloth Charcoal136"x 600' 3000020 Phifer Fiberglass no i D m
6 Screen Spline(H f WV EX•FLX-Q165-BK Imperial Plastic USA
7 Aluminum Comer Keys CK252X260 H grade Metals Aluminum
10 Screen Clip Clear 8794352 Ashland Hardware
11 30PP12-ISP50-9116 X1 318 X 3 Foam Block W0511022 Lindenme r
12 Accessory Parts Installation Translucent 02-MX0150010C2 Nova and Silicones
Glazinga o
13 Wet Glaze 0 eratin Sash 552SlkaflexBlack SikaUS
14 O eratin Sash E366 2.7mm l 0.90 PVB Interla er IG Hurricane Laminate Impact Cardinal Kurara America,Inc.Trosifoi PVB
n
15 Glass Setting Blocks Sash 2N6-0K-0.0062-028.064 Frank Lowe Neoprene wf70 to 90 Shore A Durometer a
16 1 ENDUR IG with XL Edge SS Spacer(SS-D TYPE — Cardinal Stainless Steel zN
Reinforcement,Hardware and Hardware Fasteners not all components ID'ed In section views z wii
� r
17 Sash Frame Reinforcement(Operating Sash ST-888.168-0.062 Hygrade Metals .050"GaIv. 1 j a f z
18 Sash Lifter 22648 Amesbury "
!Truth a O cn s o
19 Encore Awning Operator 51.11.00.211 Amesbury/Truth z(n oo
20 HGE CSM UL Assembly Egress 14.12.00.230 Amesbu /Truth
21 Encore Keeper LH 32627.93 Amesbury!Truth W o m
22 Encore LH Stud Bracket 14690.93 Amesbury!Truth 41H!
23 Encore Tie Bar Guide 33705 Amesbury rrruth
Nil
24 Encore Multi-Point Lock 1 Short I Gasket 24.30.32.004 Amesbu !Truth r $Y
25 Encore Folding Handle 12616.32 Amesbury[Truth w � J^�
26 Encore Operator White Gasket 32658 Amesbury/Truth R
w
27 Encore Support Plate 23822 Amesbury frruth N c
28 O eratorS acer 21544 Amesbury frruth _
29 Track Operator 14.5 Impact 32384.93 Amesbury/Truth
RrAen J.Mwnm,P,E
30 MP Tie Bar Guide 14590.92.00.110 Amesbury rrruth Fb Wa P.E No.49752
31 Snubber Interlock 22999.92 Amesbury(Truth ,+,a1'jpME3r°rr'hy°
32 #10.24 x 11/16"Self'rapping Machine I Lock Handle 19128.92 Amesbury rrruth
33 #8 x 5/8"Tok!Snubber 120934 GLF Corporation
Ct No 49 52
34 #8 x 518"Tek 1 Stud Bracket 120934 GLF Corporation
_ 35 #B x 518"Tek!Sash Hinge 120934 GLF Corporation
29 C BTATE 8 .V+�
36 #6 x 515"Tek!Sash Reber H 117595 GLF Corporation :p• `L.�
;F••.F one°.*o��;
37 #6 x 5/8"Tek!Sash Rebar(W) 117595 GLF Corporation p°SS••••••E�+.
38 #8 x 1"Tek I Flat Head SS Tiebar Guide 119977 GLF Corporation °°p•uNA1iPs'•+
39 #8 x 1/2"Pan Head 1 Keeper Screws 120145 GLF Corporation
40 #10 x 1"FLT Sharp Point!Operator Screws 127318 GLF Corporation
41 #5 x 318"Tek!Screen Clips White 116506 GLF Corporation
Installation Fasteners
42 #12 OR#14 W000 SCREW n/a nla Steel
43 114"ADVANCED THREADFORM TAPCON We fTW Steel PRODU V..IM SED
Y Comp In with S Florida
44 #14 SHEET METAL OR SELF-DRILLING SCREW nia nla Steel NOA-N. o8
Ne I= 20.1103.07
(1)"rode Metals Specification:AISI 2005 to 2010,CS Type A and B,30 ksi to SOW Yield Strength,G40 Galvanized 9aplrarlan oato05l0012025
12)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA):— NI:m-oa eT uee eon —
L
MIAM
IVIIAN11-DADS COUNTY
PRODUCTjCCONTROL SECTION
REvjEWL2 i� 6�s Street.
3R7 2208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) CO®
BOARD AND CODE ADMINISTRATION DIVISION Og 786)31 5-2599
NOTICE.OF.ACCEPTANCE (NOA) wtvffw�`.fiifa �e s kconomv
Regency Plus,Inc. ly
2000 Locust Gap Highway ; ®®®OO. .
Mt. Carmel,PA 17851.__�..•-`"
\yy--SCOPE:._• _
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-P-Ph C t{oIS ection to
be used in Miami Dade County and other areas where allowed by the Authority Having J j �n � �;
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product ControC Section
(In Miami Dade County) and/or 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 reserves the right to revoke this acceptance,
if it is determined_ by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION_'Series"TECH=5605".Vinyl Awning Windows(project_o_ut)4 LMI _:
APPROVAL DOCUMENT: Drawing No.RPLS0080;titled"Series TECH-5605 Vinyl Awning Window(LMI)",
sheets 1 through 7 of 7 dated 02/14/19,with revision"A"dated"!0/20/2020,prepared by PTC,Product Design Group
LLC,signed and sealed by Robert J.Amoruso, P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
_MISSILE IMPACT RATING: Large and Small,Missile Impaet:Resistanf. :. '
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#19-0411.02 and consists of this page I and evidence pages E-1 and E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Sifang Zhao,P.E.
MtAMFDAbECOL1NW " NOA No.20-1103.05
d i/2 I/2Q2 I Expiration Date: May 30,2024
Approval Dater January 21,2021
Pagel
1
Regency Plus,Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA#19-0411.02)
2. Drawing No.RPLS0080,titled"Series TECH-5605 Vinyl Awning Window(LMI)",
sheets 1 through 7 of 7 dated 02/14/19,prepared by PTC, Product Design Group LLC,signed
and sealed by Robert J. Amoruso, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94
2) Uniform 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 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test, per FBC 2411'.3.2.1,and TAS 202-94
Along with marked-up drawings and installation diagram of series"tech 5605"Vinyl
Awning windows (project out), prepared by National Certified Testing Laboratory,Inc.,
Test Report No. NCTL-10-21629-1, dated O1/23/2019, signed and sealed by Harold Rupp,
P.E. (Submitted under NOA#19-0411.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/11/19,complying with
FBC-2017 (611 Edition), prepared by PTC, Product Design Group LLC, signed and sealed
by Robert J.Amoruso, P.E. (Submitted under NOA#19-0411.02)
2. Glazing complies w/ASTME-1300-02, 04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-1114.14 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours
&Co.) for the"Trofosil®Ultra Clear PVB Glass 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
1. Statement letter of conformance to FBC 2017 (61h edition)and letter of-no financial
interest,dated 03/25/19, prepared by PTC Product Design Group LLC, signed and sealed by
Robert J. Amoruso, P.E. (Submitted tinder NOA#19-0411.02)
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. None.
nn/
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.05
Expiration Date: May 30,2024
Approval Date: January 21,2021
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0080, titled "Series TECH-5605 Vinyl Awning Window (LMI)",
sheets 1 through 7 of 7 dated 02/14/19, with revision "A" dated ]0/20/2020, prepared
by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso,
P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
L. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-1114.14 issued to Kuraray America,Inc. (Former E.I. DuPont
DeNemours& Co.)for the"Trofosil0 Ultra Clear PVB Glass 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
1. Statement letter of conformance,complying with FBC-7"Edition (2020),.and of no
financial interest,dated 10/20/2020, issued by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
G. OTHERS
1. Notice of Acceptance No. 19-0411.02, issued to Regency Plus, Inc.for their Series
"TECH-5605"Vinyl Awning Windows(project-out)—LMI., approved on 07/03/19
and expiring on 07/03/24.
L
Sifang Zhao,.P.E.
Product Control Examiner
NOA No.20-1103.05
Expiration Date: May 30,2024
Approval Date: January 21,2021
E-2
REGENCY ]PLUS, INC. p s
SERIES TECH 5605 VINYL AWNING (PROJECT—OUTBOTTOM) WINDOW o2.
a
' N
LARGE MISSILE IMPACT
INSTALLATION ANCHORAGE DETAILS � O
.
NOTES:
r` .'THE�Pii_DUC7 SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE lilt EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). w
2 2X WOOD FRAMING.1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE-FRAMING AND CONCRETEIMASONRY OPENING IS <
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR m
MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD a g LL
O
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 2D3 SEE TEST REPORT NO.NCTL-110-21629.1.DATED 12/1411EI BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY A g n
2C
HAiOLD E RUPP,FLORIDA P E. O :-
5. MATERIAL: &
N O
5 1. FRAME'EXTRUDED RIGID PVC BY ENERGI FENESTRATIO14 SOLUTIONS USA,INC.PER CURRENT MIAMI-DADS NDA
5.2, REINFORCEMENT: U z m(7
5 2.1. GALVANIZED STEEL TUBE(0.935-X 0 73-X 0 050'THICK,Fy=30.50 ksl8 Fu=37.5-68.7 Fsi)-SASH PERIMETER ¢ vi
5.22. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER ej=C 6 K
5.3. LAMINATE GLASS INTERLAYER.TROSIFOL INTERLAYER BY KURARAY AMERMA,INC.PER CURRENT MIAMI-DADE NOA � 3 EL tl�N � u Z
aL7��Lu
6. GLAZING' >t- >-0
6.1. GLAZING DETAIL AS TESTED' Z(n,Z Z
6.1 1. OVERALL'718'NOMINAL INSULATING LAMINATED GLASS, w U¢N v E
B 1.2. GLASS THICKNESS:(1)LITE OF 118'NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. to liJ U o ^8
5.1 3. LAMINATED LITE.(2)LITES OF 118'NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.
6.IA: SPACER TYPEISIZE:7118-NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D),
8.1.5. GLAZING SYSTEM.INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX-552"BACKBEDDING WITH A SNAP•IN(2)4LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD,
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE W77H A 70 TO DD SHORE A DUROMETER.GASKET I- a
$3
MATERIALS SHALL BE ED A4 WITH A M1141MUM 60 SHORE A DUROMETER. w
6.3 AS TESTED GLAZING MEETS AS7M E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. Lu
J {
;yAPPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. N R'+'
8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1118'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 5 a o n u
u
9. FOR ANCHORING INTO CONCRETEIMASONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 112'MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12'MINIMUM EDGE DISTANCE AND i'MINIMUM EMBEDMENT INTO RE Amauw
MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE N•1'TOLERANCE. Ftbr d F.E No 49752
t00 1 FOR#ANPwN HEAD WOODG INTO DSCREWOD S(WS ING OYWTH SUFFICIENT LENGTH TO R 2X BUCK USE ONE OF THE FOLLOWING
A 1 n-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER `vo�.�,��
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE i1•I'TOLERANCE. 'V
102 914 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1-MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2.ON CENTER. :4t r N,os.,49 52 O:.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCATIONS HAVE-I.1'TOLERANCE =x t A,1/I�•I(�l �*
11 FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE ANTERIOR WALL WITH 314'MINIMUM O:t,IIIUUUB'TAATEeOF jaw`
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CE14TER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCATIONS HAVE+1-I"TOLERANCE. 'y F:;�.t O R S�P•Ly�p`
12 ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSIO14 RESISTANT COATING TABLE OF CONTENTS
13 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET DESCRIPTION
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 1. NOTES
MINIMUM STRENGTH SPECIFIED BELOW.
131 WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-WHZ)AND D 55(HVHZ) 2 ELEVATION&ANCHOR LOCATION
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 3 VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES PRODUCT REVISED
13 4• METAL SUBSTRATE'STEEL 18GA(0 0428"),Fy=33KSI 1 Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. R VERTICAL SECTIONS-METAL SUBSTRATES as a 111nil with tho Florida
13.41. STEEL SUBSTRATE TO MEET MINIMUM PBC HVHZ CODE REQUIREMENTS, Building Codo
5 HORIZONTAL SECTIONS-CONCRETEIMASONRY,WOOD&METAL SUBSTRATES NOA-No. 20.1103.05
COMP014ENTS AND FRAME CONSTRUCTION Espiratlon Date 05/30/2024
7 BILL OF MATERIALS By —~�
MITI-Dade Produet Control
36 MAX
a< FRAME WIDTH o x
3416 MAX.. 14"
SASH WIDTH
HINGE CENTERLINE 1 7 4" MAX.TYP. WOk >
� A' A i LOCATED 7-118"FROM MAX.TYP. a
3 4 TOP OF HEAD(TYP.) 1$ u
;'
�II i
5 ' S�aa
5p3 . i
634l. C 29 8'
5MAX MAX. MAX. z o
a
' ASH FRAME; % DL
' HEIGHT.HEIGHT 5 I f� ( 5, HEIGHT 14'
4 �I ( MAX.TYP. IL u
a r r d
SS
._� s
47 U.+'i Z u ry d.'•
LOCK CENTERLINE LOCATED 4" � � =4
22 e"FROM JAMB(TYP.) MAX.TYP. SERIES TECH 5605 VINYL AWNING yW ®82
16 OPERATOR LOCATED AT PROJECT-OUT BOTTOM WINDOW — _
�..._ -----..............._)._--......._.........._......_._..
CENTER OF SILL
23
�� EXTERIOR VIEW-ANCHORAGE
A A
R�
3 \¢ v so-11
3n Ro6ut J Ankvuso,P E
29 8 MAX. _ INSTALLATION NOTES: FloudaPE Ijo 40752
DLO WIDTH 1. HEAD AND SILL ANCHORAGE THE SAME. ,t�tta+ant+r++
2. JAMB ANCHORAGE SAME. �, 1RME5�¢riy
4P.�OEH9.094�
_ SERIES TECH 5605 VINYL AWNING + TOLERANCE ON ANCHOR LOCATION 1
N MINIMUM SPACING IS "OC Na aglsz` o%
3 /-1'
tiJ (PROJECT OUT BOTTOM)WINDOW �s' 3.1. TAPCO MI IM a *=
3.2. WOOD AND TAPPING SCREW MINIMUM
9 L � :lL�
EXTERIOR VIEW. SPACING IS 2"OC. " s,^7E'p•
S.........
N
DESIGN PRESSURE RATING(PSF) IMPACT RATING NOTES:
1..%MAXIMUM ACTIVE PANEL(SASH)SIZE:34.19"X 34.06"(34-3116"X 34-1/16")
LARGE MISSILE IMPACT DAYLIGHT OPENING DLO SIZE:29.38"X 29.12" (29-3/8"X 29-1/8"
3. NO WEEP HOLES EMPLOYED Peooucr REVISED_ as complying with the Florida
- - Bullding Code
NOA-No. 20.1103.05
- > - Bxpiratlon RateOS13012024
- —— ---- - - - ---- - ------ - - - Mlam"nde Product Control
+ CON #12 OR #14 WOOD SCREW 35 PROPERLY SECURED 1X
PROPERLY SECURED 1X ,g INSTALLATION
ON ANC
INSTALLATION ANCHOR WOOD BUCK BY OTHERS
�
WOOD DUCK BY OTHERSINSTALLATION ANCHOR E NOTE 2. SHT. 1 A
�,JJJ,J SEE NOTE 3. SHT. 1)
(SEE ) -
/ ( 1 1/2" MIN. #14 WSt 1" MIN. EDGE DIST. O m
WOOD BUCK PROTECTION BY EOCE DIST. 12 1yg: 7/p" MRJ. EDGE DIST• 2X WOOD o
OTHERS (SEE NOTE 3. SHEET I)-� p BY OTHERS n
od SHEATHING (SEE NOTE 2, SHT. 1)
CONCRETE BY OTHERS v BY OTHERS v o g
0
;:: a E 1-2" MIN.
(SEE NOTE 2, SHT. 1) i a ` 0 z
I
(, o MBeD1dErIT EXTERIOR FINISH m� #'14 WS: 1 1/2' MIN: EMBEDMENT o <o
-" BY OTHERS-�'•• #12 WS: 1 3/B" MIN. EMBEDMENT -
1 / ' a gr
SHIM SPACE ` 1
1/4" MAX.
" z EXTERIOR FINISH / o ''. SHIM SPACE s
BY OTHERS a� r
PERIMETER CAULK
PERIMETER CAULK---' a o
BY OTHERS BY OTHERS coLI
1S �< `o J LLo
28 15j o
!f ! sue . s
>- z❑
14 O 2 7/1� D '----� ? ss
l Q
5 6 z�1 Zs ¢ N
1 tox¢doe w
13 14 r ¢
1 �aa�rw: yz
1.\ 3 13 5 �a ¢w S a
\,\\\ a
SEE GLA2ING '1 0 En''Zz
*%':v,'INDi)WEXTERIOR INT RI R EXTERIOR S E GLAZING 3 WINDOW
DETAIL 1, -�-Q- EXTE O z� j0
HEIGHT SHEET 4 DETAIL 1, INTERIOR HEIGHT 0 p U S ¢
SHEET 4 tu Q t-T Q e�j
3 14 1 3 5 \ rV F w WV � az
y 14 1 5 , r�s
y n ®oa
13 4 13 4 WQ 3.
Y ANCHOR-TO-SUBSTRATE 6 wv u`
11 6 EDGE DISTANCES ARE 11 I- d a
1= '� 7 TYPICAL AND 7 m w
2 - MEASURED TO BOTH 2 ^LL
{ 15 ( o —�/01 SIDES OF SUBSTRATE t5
`J UUo
I 16�3 Rohee J Amw,'P E
1 Z8 16 23 28 -� N wuFlonEa P E Na 49752
II tt 1 0%�IWES
PERIMETER CAULK _ 0 L� 3 1 4" MAX, 0� 3 1/4" MAX.
O �4$L+c1+vsF•,9G�y
BY SHIM SPA a SHIM SPACE 'I cV No as
Lc PERIMETER CAULK :*
EXTERIOR FINISH BY OTHERS
STATE
1 BY OTHERS .. _
E NOTE 2, SHT 1)CORETE BY OTHERS EMiBE
SE DMENT IS`2" MIN. ` #14 WS: 1 1/2" MIN. EMBEDMENT 'y hsS10MAL�t;4��•�
( 4" EXTERIOR FINISH '` \ #12 WS: 1 3/13" MIN. EIr1BEDMEI•IT «(unatn++a
BY OTHERS
PROPERLY SECURED 1X— `:. L ti
J WOOD BUCK BY OTHERS 1 1/2" 1AIDI• SHEATHING 2X WOOD
k
S (SEE NOTE 3. SHT. 1) BY OTHERS EDGE 015T. BY OTHERS i
36
ERS (SEE NOTE 2, SHT. 1)
WOOD BUCK PROTECTION. 1/4" ITW TAPCON -'
' ( INSTALLATION ANCHOR 12 WS: 1" MIN. EEDGE ST.
BY OTHERS (SEE NOTE 1 /112 ;W 71" IN, EDGE DIST. PROPERLY SECURED IX PRODt1CTREVISED
SHEET 1) WOOD BUCK BY OTHERS as camp)y Ing with the Florida
#12 IN #14 WOOD SCREW 35 (SEE NOTE 2, SHT. 1) // ®ulIdl't, ode
VERTICAL SECTION INSTALLATION ANCHOR LtoA-No. 20-1103.05
lotcouKlr> sLsllsna�rls _ VERTICAL SECTION e■pUag�nDaeeo5130t2024
—
�,\ Mla,ati-gads product cont
INSTALLATION NOTES:
1 APPROVED INSTALLATION SUBSTRATES 114CLUDEIHE FOLLO'AING.
11 'AOOO FRAMING,
I?. STEEL STUD FRAMING.
I.] ALUMINUM FRAMING,AND o
#14 SHEET MEAL 37 14 CONCRETE ANDIOR MASONRY. N
SCREW/SELF-DRILLING SCREW METAL SUBSTRATE 2X VAOD FRAMING,IX OR 2K WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OFENI, TO BE DE SIGNED ANDANCNOREDTO i� s� _
INSTALLATION ANCHOR BY OTHERS PROFERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND C04CRETEIMASOIIRY OPENING 15 THE RESPONSIBILITY OF THE I- W�
(SEE NOTE 2, SHT. 1) ARCHITECT OR ENGINEER OF RECORD
EXTERIOR FINISH 3 IX DUCK OVER CONCRETE'MASONRY IS OPTIONAL WUEN IX BUCK 15 USED,INSTALLATION ANCHORS PILL PASS THROWN Yl7NDON FRAME
BY OTHERS 3/4" M,II4. 3 THREADS MIN. AND IX BUCK 0ITO COHCRETEJMASONRY 5UB5 IRATE VVT4Et1 USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY R
EDGE QIST. EMBEDMEIJT BEYOND TRANSFER ALL LOADS TO 57RUCTUREMJD IS THE RESPJNSIFAUTYCF THE ARCHITECT OR ENGINEEROF RECORD.DISSIM!LAR1.IATERIALS
MUST BE SEPARATED WTH APPROVED COATING OR MEMBRANE SELECTION OF COATW^v CR MEMBRANE IS THE RESPONSIBILITY OF THE
(TYP.) INTERIOR WALL ARCHITECT OR ENGINEER OF RECORD.
1/4" MAY. 4. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM VMIERE SPACE OF 1116-OR GREATER OCCURS �
` SHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE IW
5 FOR ANCHORING INTO CClICRETE+MASOtJWI USE IM'HEXM.EAD TAPCONS L'dTN SUFFICIENT LENGTH TO ACHIEVE A1f7MU11AtU1.1
r,
' EMBEDMENT INTO CONCRETE WITH I Irr MzN MUM EDGE OISTANCE AND I'fARJMUM EMBEDMENT INTO MASONRYVMTH7 MINIMUM EDGE w
"T DISTANCE.LOCATE ANCHORS AS SHOVTJ RJ ELEVATIONS AND INSTALLATION DETAILS.4'MdNIMUTA SPAC14G BETV£Et4 AOJACENT ANCHORS
PERIMETER CAULK p� REQUIRED ANCHOR LOCAhDNS HAVe H.i IOLERA ICE 'v Is 0
BY OTHERS
8 FOR ANCHORING INTO WOOD FRAAtINGDR?X RUCK USE ONE OF THE FOLLO'vhtt7C. �� a4n' •*
SI. 912PAN HEAD NVODSCREV/S;NSIYETH SUFFICIENT LENGTHTOACHEVEA 12111`MINIMUM EMBEDMENT:NTO SUBSTRATE IV7107`
3 WIl.UM EDGE DISTANCE AND ASNItJUM:.tICHOR.I6ANCHOR SPACINGOF-•ONCENTER LOCATE ANCHORS AS SHOWN IN
1 rj T ELEVATIONS AND INSTALLATION DETAILS ANJCHOR LOCAT{O)IS HAVE V>I"IDLERANCE 8 8
6*2 014 PAN HEAD WOOD SCREWS(ViS)PATH SUFFICIENT LENGTH TO ACHIEVE AI IC'MIUMUM EMBEDMENT iNTO SUBSTRATE WYN I" yam- S�
�O 4 1.9HIMUM EDGE-Ot57ANCEAtIDMIJiANAt AlJCNORTO-ANCHOR SPACINGOF70NCELITER LOCATE ANCIJORSA55TIO'MIIH Sm
28 ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCAL IONS HAVE"1.1`TOLERANCE. �u U
. US_m(7 fFJ
2 7 7 FOR ANCHORING INTO METAL STRUCTURE USE 014 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH .r- La�:ii F AQ
TO ACHIEVE THREADS MINIMUM BEYOND ST RUCIURE INTERIOR WALL WITH 94'MINIMUM EDGE DISTANCE AND MINIMUM 4f= �7+ ��
ANCHOR-70-ANCHOR SFACINGOF 2-CR CENTER LOCAIEANCHORS AS SHOIMJ EH ELEVATIONS At10 UJSTALLATIOtI DETAILS.ANCHOR D Q-a J LU_ Z
14 6 LOCATIONS HAVE N-i'TOLERANCE. d( �
13 59 INIERICR AND EXTERIOR FINISHES SV OTHERS NOT SHOVAI FOR CLARITY. Ucn uj
2 ZN
t B PERIMETER ANDJOHIT SEALANT BY OTHERS TO DEDESIGNED AI4VOR SPECjFFED IN ACCORDAIICS V1TH ASTM VI 12. W c
L9OV oV y1
EXTERIOR EE GLAZING 3
Willi OW ANCHOR-TO-SUBSTRATE Q IU3 $"
DETAIL 1, HEIGHT 25 1 e` x
INTERIOR EDGE DISTANCES ARE Iy U a o a
SHEET 4 TYPICAL AND w_
tl
7/8" O.A, LAMINATED GLASS CONSISTING I % l d
MEASURED TO BOTH In I— I.
3 OF: EXTERIOR. LAMINATED GLASS - (2) w cc
I 5 SIDES OF SUBSTRATE > r g
t4 NOMINAL 1/8" ANNFALED CLASS W/ ILI
1� 4 0.090" KURARAY Ad1ERICA INC. TROSIFOL In a$n
WTERLAYER, 7/16" AIRSPACE W/
STAINLESS STEEL SPACER (TYPE SS-D),
—_- 7 INTERIOR 1/8" TEMPERED GLASS `e
Robert J AJmlufa.P E.
Wo 8 \13 Flmda PE
110 49752
28 76 23 EXTERIOR 2 \�N.T Rm 4%W%yAM...... i 0
1 `��56*GE No*,-�y(U,'!�1
(I�' �ar1 No d9 52 -pi
Uf iI 3 1/4 MAY. 14, c 12r ��UNo 1 ttr 2
0 I� SHIM SPACE STATEI w�
GLASS 'rum
PERIIA BYROTHERS 'i BITE 1 O 3 ~���sS�ONt1tp•?`
3/4" MIN. 3 THREADS MIFi. ' t1
.tt EDGE DIST.-- EMBEDMENT SEYONU 14 �oU�
EXTERIOR FINISH // (TMP•) INTERIOR WALL
BY OTHERS J •yT
METAL SUBSTRATE
�t4 SHEET METAL BY OTHERS PR0®UCyT9 REVISED
SCREW/SELF-DRILLING SCREW (SEE NOTE 2, SHT. 1) GLAZING DETAIL L B¢IIdlog QBoad with tho Florida
INSTALLATION ANCHOR 37 NOA-No. 20-1103.05
Expiration DateOS13012024
VERTICAL SECTION
nETAL 5I4 I'RATle
_ By
• - - Miami-Dada Product Control -
4 r
2X WOOD ,,r'�' MAX. R
FRAME BY OTHERS i 4- MAX. SHIM SPACE o s
SEE NOTE 2. SHT. 1 SHIM SPACE HI ,._„w,.•1 1/2." MIN. EMBEDMENT - CONCRETE
{ ) 3 SHIM AS REQUIRE I" MIN. EMBEDMENT - MASONRY o
9f �2 B INTERIO
g 8 22.� ry
#14 WS: 1 1/2" MIN, EMBEDMENT \,,,,, 3 1 7 6 4 5 3 14 3 5 4 6 7 : 1 � 36 1f4" ITW TAPCON INSTALLATION ANCHOR � k.w
p 12 WS: I 3/8" FAIN. EMBEDMENT— ! w
F
3 1 . 3 7.
1 1%2 AIM. EDGEGE DISTANCE - CONC.#12 OR #14 WOOD SCREW 35 ` / i p 2" MIN. EDGE DISTANCE -.MASONRY
INSTALLATION ANCHOR
U p p r4--CONCRETE OR MASONRY
#14 WS: 1" FIN. EDGE DIST. G1 - L`-J p BY OTHERS ,N
' 112 WS: 7/8" MIN. EDGE DIST. / � p, (SEE NOTE 2, SHT. 1) q r
.1 ' 9.p Q`-PROPERLY SECURED 1X �g a,;a o
I WOOD BUCK BY OTHERS n
PROPERLY SECURED 1%-� �- •r �, S G ING r p rn �'
WOOD BUCK'BY OTHERS f a ?? 17 15 t 4 DETAIL 1, q 2 15 17 j{ (SEE NOTE 3, SHT. 1} 7r Q f E
(SEE NOTE 2, SHT. 1) SHEET 4 f'+.
t 18 18 f xt a< `, W000 DUCK PROTECTION BY } z w
SHEATHING-z � g� OTHERS (SEE NOTE 3, SHEET 1) 2 �S
BY OTHERS w I Zs A c2o N
!/ -"EXTERIOR FINISH = z0 t r c
EXTERIOR FINISH \-••PERIMETER CAULK PERIMETER CAULK BY OTHERS
(a < s'g2
BY OTHERS BY OTHERS BY OTHERS a'w z & x
HORIZONTAL SECTION z=z>
I3 HORIZONTAL SECTION m o o�< �4
ROOD I'ILIATE•SUBSTRATE ANCHOR-TO-SUBSTRATE ,,,
EDGE DISTANCES ARE L CUNCRGIE{MASONRI' w F�¢� e�
TYPICAL AND SUBSTRATE Uw aLL
MEASURED TO BOTH a (24
1/4- MAX. SHIM SPACE SIDES OF SUBSTRATE �p ��
LU
C
SHIM AS REQUIRED fw W Q Q C
T I R 8 16 #14 SHEET METAL n "d
14 3 5 4 6 7 1 37 SCREW/SELF-DRILLING SCREW w-
1 x LL
INSTALLATION ANCHOR a
x
Rob<nJ AMMW,PE
3%4" MIN. Florida PE no 49752
1 DOE DIST•. (TYP.) ���`�teINMEStt, rr �y
I ti���.ytiGEN3E•.9,GPy�
� @? Na 44 52 .i
L3 I 3 THREADS MIN.
EMBEDMENT BEYOND INTERIOR 'NALL p¢�
STATE 8 wg
METAL SUBSTRATE BY OTHERS �"pA���On I0-,, ,
j� (SEE NOTE 2. SHT. 1) �`'�SiONj.1 �•��
SEE GLAZING
DETAIL 1, 14 2 EXTERIOR 15 �,'' ;=:'''' L:;!'•
SHEET 4
`-EXTERIOR FINISH
PERIMETER CAULK BY OTHERS PRODUCT REVISED
BY OTHERS as complyyCing with the Florida '
Building ode
NOA-No. 20-1103.05
GD>H0R1,Z0NTALI SECTION E.pira�a 0513012024
I:AL S(i11ti1RA7l By
-- - - - - -- - - - - - - - - - - -mtemi-Barga Product cantrol -
MN FRAME SASH
GLAZING
SCREEN
SASH
ENT
RAM
BEA
ORCE
�J 0.085" TYP WALL THICKNESS 0.0 0"ETYPE WALL THICKNESS O 0 070" TYP. 0 O 0 045" TYPME 15 0.05" TYP.FWALLrTHICKNESS g
WALL THICKNESS WALL THICKNESS GALVANIZED T
c
3.250 2.459 0.552 I
0.935
0.720 0.750 1.383 u 4
Q779 �0J-- 'I-T
(L v� 5
2.527 0.628 I�o(nJ 2.424 1.U31 0.730 a
0.354 Li
1.413 0.777
f—T I
1.498
1.412 0.311E
O
0.510 C2 o
A 0
E2 N2cc
WELDED MITERED zcr
CORNER CONSTRUCTION r
z S2°Z o 2 v;
U h 4
T 'm'¢
n¢a<- Zs
-j 6
>u
Y "
U1.3 Z� O
V"l �'Z
91
w �-F
zC, Qz
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w
w ul ��
-® �i
L
�"aw
Roben J Ammuw,P E
Fronda P E No 49752
\ `®�♦a4�t)hMESr��D�i
ip
2' No 49 52 %a.
iF STATEA •.����
�h8
DETAIL 1
MASTER FRAME
PRODUCT REVISED
CONSTRUCTION eu„a m2plyloopewtth the Florida
NOA.-No. d 20-1103.05
(SASH FRAME SIMILAR) Expiration Data05130,2024
By L•i r
- ---- --- --- _ .--- -- -- - --- - - - - - -- - _ - - - _- -- - - - --- - - k7lanti-Bmdor Product Control - - - -
4
Series Tech 5605 Impact Awning/Bill of Material
Item No - Descriptian I Part Numbers Supplier Material(Note) a
I
Frame Components _
1—MastarFrame IV White 108317733 - Energl l Royal White PVC(2) S
2 Sash Frame(Operating Sash) IV White 1 084 17734 Energl I_R_oyal _White_PVC(2)
3 IGIazing Bead Stop(Operating Sash) IIV White 108017753 IlEnergl!Royal W White PVC(2) o t
Screen Components -- M g
4 Single Leg Frame New While ;06516NEW192 _ Shapes Unlimited Aluminum i .2
5 Fiberglass Screen Cloth Charcoal!36"x 600' - 3000020 Phifier Fiberglass >
_......__._....--._._...__..-...._.. ._.-----
6 W
6 Screen Spline — _ EX-FLX•Q165-B_K Imperial Plastic USA
7 Aluminum Corner Keys CK252X260 Hygrade Metals Aluminum
8 Screen Cllp Clear 8794362 Ashland Hardware o
9 30PP124BP50-9116 X1 318 X 3 Foam Block 1WO511022 Linden_meyr a N
i 10 Accessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones
_ _._._
Glazing e 2
R
11 Glass Setting Slocks.Sash _12NB-8K-0.0062-028-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
I 12 Operating Sash E366_2.7mm 10.09 Trosifol PVB Interlayer IG _ lHumcane Laminate Impact__ Cardinal — K_u_raray America,Inc.Trosifol_PVB 3!G
13 ENDUR IG with XL Edge SS Spacer SS-D TYPE) �- - - Cardinal Stainless Steel u i ?ox z,0 'a �?
rri x'Q
14 Wet Glaze(Operating Sash) — 552 Sikaflex Black Slka US r
31 o_a w r 2
Reinforcement Hardware and Hardware Fasteners a Lu s
Lu
15 Sash Frame Reinforcement(Operating Sash) ST-888-168-0.062 Hygrade Metals .050"Galv.(1) c}i v~,1,?-�
1fi Encore Awning Operator �51.11.00.211 Amesbury rrruth ul 01�o� S s
17 HGE CSM UL Assembly Impact 14.97.00.230 Amesbury rrruth -- ui J @ta,F
18 HGECSMLLAssembl Impact 14.97.00.231 Amesburylrruth E3
__.................................._..........................._..........................................................._....-._......................................................................... .. _... ..... ....................Y........_._.............................................._. ._._ . ...................................._.......................................................___..-.—._ ..-� N
19 Encore KeeperLH 32627.93 _ Amesbury/i'ruth � S�
20, Encore Keeper RH 32626.93 Amesbury JTruth — uj ®k s r
21 Encore Tie Bar Guide — 33706 Amesbu rl ruth Lu
22' 'Encore Multi-Point Lock/Short/Gasket 24.30.32.004 Amesbury rrruth u R "
4$�4
23-E core Folding Handle 12614.32 Amesbury/Truth °
24 Encore Operator White Gasket _....._........._._._._._.__.....................__-.--_32658_ _....__..___.- __.. Amesbury[Truth
---�--� flohert J A..—.F E
25 Spacer_Operator Impact -� 21544 Amesbury rrruth - _ I Flonda PE IJo 49752
26 MP Tie Bar Guide _ 14583.92.00.110 Amesbury/Truth _ �SNMElran
_. -- --. - - ,,`+ DAMES ��i�
G 27 #_10-24 x 11116"Self Tapping Machine 19128.92 Amesbury/Truth r`. .........i �¢o°�
I 28 #6 x 5/8"Tek/Sash Reba 2 per rebar event spaced) 117595 GLF Corp oration _ _ I e� +0 4F'%00.
52
29 #8 x 518"Tek/Sash Hinge 120934 GLF Corporation -- =t 1 •'
30 #6 x 5!8"Tek J Frame Hinge 117598 GLF Corporation ��t. sTATE'i31L:�f
31 #6 x 5/8"Tek J Tie Bar Guide I117598 GLF Corporation
ado'• 0 t ►•aZ�^
'�i 8�'••N....-•
32 #8 x 112"Pan Head l Keeper Screws 120145 GLF Corporation
..-_........-..._.._........._.__-...........-__.._........-................._...............................__. w......_........................................_......_.............................................................._..................................-_.__
33 ,#10 x 1"FLT Sharp Point Operator Screws iZ73i8 GLF Corporation
34 #5 x 318"Tek 1 Screen Clips White 1116506 GLF Corporation
Installation Fasteners
35 `s012 OR#14 WOOD SCREW I n/a nla Steel
36 '1/4"ADVANCED THREADFORM TAPCON n/a ITW Steel PRODUCT REVISED
337 q14 SHEET METAL OR SELF-DRILLING SCREW nla n/a Steel 1 as Complying with the Florida
^^^^ Building Code
NOA-Ho. 20-1103.05
(21 Hygrade Metals Specif baton:A1511005 to 1030,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized Expiration Date 05/3012024
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PERTHE CURRENTMD NOA. By
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