HomeMy WebLinkAboutProduct Approval M IAMhDiADE PEWif,J:�i;,,ru
® cis f,, MIAMI-DADE COUNTY
C u"I PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE.OF ACCEPTANCE (NOA) MMM.ralomidadg.layleconomy
egency Plus,Inc.
1024 Locust Gap Highway 1
ount Carmel,PA 17851
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-
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 otlher.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 requirementsof the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code ' in the High Velocity Humcane.Zone:
ESCRIPTION:Series K5305 Tilt"W bite PVC DE ��A
Hupg;PPROVALDOCUMENT: cawing No.'RPLS0ed"Serouble Hung Impact Vinyl
Window",sheets 1 through 8 of 8,dated 01/12/09,with revision H dated 09124/15,prepared by PTC,LLC, 1
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.
i
SSILE MPACT TING:Largeand Small a mpact esistan !
LABELING: Each unit shall bear `a permanentlabel wit t 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 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. 131007.10 and consists of this page 1 and evidence pages E-1 :and E-2, as
well as,approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0618.02
NAMFDADE COUNTY Expiration Date: May 06,2019
q/2q�15 Approval Date. October O1,2 e I
Page I
ReEencv Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-0122.115)
2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets I through 8 of 8, dated 01132/09, with revision H dated 09124115,
prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E.
B. TESTS
1. Test reports on: i)-Air Infiltration Test,per FBC,TAS 202-94
2)Utriform 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 I.3.23 (b)and TAS 202-94
along with marked-up drawings and installation diagram of series 5305 tilt double
hung vinyl window,prepared by National Certified Testing Laboratories, Test Report
No. NCTL-11011422-2, dated 14/02/08, with revision elated 01/08/09, and
addendum letter dated 03/12/09,all signed and sealed.by Harold E.Rupp,P.E.
(Submitted under NOA No. 094122.05)
C, CALCULATIONS
1. Anchor verification calculations and .structural analysis, complying with FBC Srn
Edition(2014),dated 06101115 with revision dated 09101/15,prepared by PTC, LLC, j
signed and sealed by Robert J.Amoruso,P.E.
2. Glazing complies with ASTM E1300-04e01
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER). }
E. MATERIAL CERTIFICATIONS
L Notice of Acceptance No. 140916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite@ PVB Glass Interlayer"dated 04/25115,expiring on 12/11/16.
2. Notice of Acceptance No. 12-1120.02, issued to_Royal Window and Door Profiles,
Plant 13, for their White Rigid FVC Exterior Extrusions, approved on 02/28/13,
expiring on 02/28/18.
uwoaUk
V Manuel rez, X.
Product Contro finer
NOA No. 15-0618,02
Expiration Date: May 069 2019
E-1 Approval Date: October 01,2015
Recency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
L Statement letter of conformance to,of complying with.FBC 51"Edition(2014) and of
no financial interest, dated 06/01/15, prepaeed.by PTC, LLC, signed and sealed by
Robert J.Amoruso,P.E.
2. Laboratory compliance letter in the Test Report No. NCTL-110-11422-2, issued-by
National Certified Testing Laboratories,dated 10/02/08,with revision dated 01/08/09,
signed and sealed by.Harold E:Rupp,P.E.
(Submitted under NOA No. 09-0122.05)
G. OTHERS
1. Notice of Acceptance No. 134007.16, issued to Regency Plus, Inc. for their Series
"5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 05/06/13 and
expiring on 05/06/19.
f
I
4
I
j
Manuel rez,P.E.
Product Control Exa finer
MOA No.1 18.02
Expiration.Date: May 06,2019
Approval Date: October 01,2015
E-2
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N
ENCY
PLUS q � � � �
REG 'WINDOW
x
VINYL
SERIES 5305 TILT DOUBLE HUNG IMPACT
INSTALLATION ANCHORAGE DETAILS g
OEX�M07Ei:
INIITALLMiON NSH7Esc
I.THE PRODUCT ANCHORAGE SHOWN HEREIN M DESIGNED A OUTSIDE HVHZ:REQUIRE THAT A LICENSED
TO COMPLYVNTH5THEDITION(2014)FLORIDABUILDING ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE 1...ONE0)INSTALtAT1011A1GCHORI9REOlAREDATEACH
®COOE(FSC)-SUILDINGAND RESIDf1NTIAL VOLUMES SPECIFIC DOCUMENTS FOR USE WITH THIS' ANCHOR LOCATION SH011VN ®Q NNW BE MADELATION OF CORROSION RESISTANT
N MATERIAL 1�
WCIUDING THE HIGH VELOCITY HURRICANE DONE(f%NM DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATER)JLL OR Q
AT THE DESIGN PRESSURE STATED f1EREW. B.INSIDE HVMZ REQUIRE THAT A ONE TWE SITE L THE NUMDER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING:
® SPECIFIC APPROVAL HE APPLIED FOR AND OBTAINED THE MINIMUM NUMBER OF ANCHORS TO BE USE FOR ® A FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION
b
2THE PRODUC'fDETAL3C0lIfAWEHEREINARE BASED FROM TMMAM143ADECOMMPRODUCTCONTROL PRODUCTNISTALIATION.
UPON SNGNEOAND SEALED TEST REPORT# ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS Y� S
NCH%110.11422.2 DATED 12*tfK ADDENDUM DATED 7.MATEMALS: 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR. MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF =
7NS
11N0ANDADDEMN 0 DATED 03110=AND WITH LOAD SEARING�IM(S� MAXIMUM AILOYWBLE� � MORTAR JOINT INTO..FACEWELL:OF BLOCK ��
ASSOCIATED LABORATORY STAMPED ORAWNGSAND 7.1 WINDOW FRAME MATERIAL ROYAL WINDOW&DOOR SHIM SUE 13INMCH.SMWHERE SPACE OFlAOINCH .. _apE TESTED IN ACCORDANCE WITH HIGH VELOCITY PROFILES.RANT
HURIOCANE ZONE T TOCOLS TAS.W1,TA`a2 ®NOTICE OF ACCEPT?ANCE(NDA)N0.121 OF ATER
PLASTIC OR OCCURS,- BETTERSHAWBE CONSTRUCTED 10. 4)DATION ANCHOR ANCHOR MANUFACTURERSN
HRSOID VINYL PVC PER MIAMWMDE OR SHALL BE INSTALLED I
��d
AND TA9 203. INSTALLATION INSTRUCTIONS AND ANCHORS SWILL
7.2 GLAZING INTERLAYER WJRA AY AMEWA INC. IL,FOR INSTALLATION INTO WOOb FRAMING,USE 013 W000 ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®BUTACITE*RERLAYELU PER MAMI•DADE NOTICE OF SCREWB OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH TMAN THIS MINIMUM STRENGTHSPECIFIED'By THE
TO.THE STANDARDS LISTED IN THE STH EDITION(2M4) ACCEPTANCE(HOA)NO 144)818.10,
10NIMlI�EMBEDMENT.MWMUM EWE DISTANCE 15 74)1 ANCHOR NANUFACil1RER. a
® FLORIN BUILOWCODE(FSC)-BUILDING AND
RESIDENTIAL VOLUMES AND IS M OQ2,IPLNWCE WLTH SAIDS.MOT USED 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
STANDARDS INCLUDING HIGH VELOCITY HURMCANE ZONE® 3.FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
(HVIM REO IREMENTS. 9.GLASS MEETS THE REOUOMMMElNTS OF ASTM E1300-041. MASONRY.OR DIRECTLY IRM CONCRETE I MASONRY. FOLLOMNG.PROPERTIES: F
SEE SHEET 6 FOR GLAZING DETAIL. USE WINCH ITWADVANCED THREADFORMTAPCONSOF E `it S
'4.ADCOUACYOFTHEFXISTWGSTRUCTUIIALCDHCRETE SUFFICIEMTLENOTMTOACHIEVETHEFOLLOWNG: A. WOOD-PRESSU RETREATED(PT)SOUTHERN !j
:EWNRYAN02XfRAMWGASAAW11W71DFORCE 10. S10MATION9I'STANDSFORMEFOLLOWING: 3.1. CONCRETE SUBSTRATE p YELLOW PINE MINIMUM SPECIFIC GRAVITY OF M55 E S�
REMSTINOSYSTEM CAPABLE OFYNTNSTMEINOMLD 7COPERABIE'PJWEL S.I.I. 11RINCH MINIMUM.EMBEDMENT /SD LUMBER MUST COMPLY YNTH5TH EDITION FDCfFRC �t
TRANSFERRING APPLIED PRODUCT LOADS TO THE 3.12. 1.112OMMINIMUM EDGE DISTANCE AS RELATED TO WOOD PROTECTION. # >i
STRUCTURE IS THE RESPONSIBILITY Of THE ENGINEER 11.A 113 INCREASE W ALLOWABLE STRESS FOR WIND &I MASONRY SUBSTRATE D CONCRETE•MNIMUM COMPRESSIVE STRENOTH OF
OR ARCHITECT OF RECORD AND TO BERE'VIEM0BY LO ADS NMSNOT USED INTHE DESIGN OFTHE Ul i WCHMINIMUMEMBEOMENT- 2600pt1ANDCWIPUESWITHACISOI. Y
AGENCY NAMN G A MSMT04(MU)& PROpUGT(S)SHOApI HEPMN..WI D LOAD DURATION 12.2. 2INCH MW(MUM EDGE DISTANCE Q MASONRY-STRENGTH CONFORMS TOASTM C•90.
FACTOR(00-tA)HAS BEEN USED FORV.00DANCHOR MEOIUMWEIGHTVMTHDENSITY:117 PCF.. HToE1.IJAmmuc,PE
51XAND 2XGUM(WHEN USEO)SHALL BEDESIGNEOAND DES VYHEREW000ONLYFAILURE GOVERNS.FOR &FOR PARTING STOP,IGSTALLATIONUSE 88WOOD RafftP.E.III'nn2
ANCHORED TO PROPERLY TRANSFER ALL LOADS TOTHE ® OTHER MATERIALS.APPROPRIATE SAFETY FACTORS SCREWS.
STRUCTURE BUCKOESIGNANDINSTALLATION ISTHE PER THE APPLMABLEDESIGN STANDARD ARE USED. _
ARE.CORDANDTOBESPONM81M OF TMEENGINEER OR REVIEWEOBYAHLA®IECTOF 12.INAREASW}EREWWO40AMEDEBRISPROTECTION 7.�LUF�EMBEDMENT EDGE UTNOTLIMITEDTTEXCLUDE ��a��oypM S qday
S:THE INSTALLATION DETAILS DESCRIBED HEREIN ARE PROTECTIVE SYSTEM IS NOTREOWRED.REQUIREMENTS EXIST.USE OF AN OVED IMPACT STUCCO.FOAM.BRICK VENEER AND SIDING �JoOkQ:•v.........
c E N••�•0
sFti 9
GENERIC.AND MIIYNDTREFLECT ACTUAL CONDITIONB Q; N5
ITE
FOR ASPECIFIC S .IF CONDITIONS CAUSE O 497)
#: . /. �
INSTALLATION 70 DEVIATE FROM THE REQUIREMENTS - (7
DETAILED HEREIN.THEN THE BUILDING MAY ELECT ONE 7tiTATE F
OF THE FOLLOWING OPTIONS: Ute..
TABLE OFOONTEWS
SHEET REV. SHEET DESCRIPTION ,�IAIs�ONA
...... 11�•
1 D GENERAL NOTES,INSTALLATION NOTES A DP.CHART 1101111111.N�1
2 D ELEVATION A ANCHOR LAYOUT
3 D ELEVATION d ANCHOR LAYOUT - PRNIUCT RI:YLSED
m...pityCry1w�+Ak+reG'IafN.
1 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) .IMPACT RATTNO q� w NA{S•DLIO.OR
S D HORIZONTAL IVAL
TIO
5 D HORIZOHTALSECTIONSBGLAZING DETAIL LARGEfdISS0.E
7 D BILL OF MATERIALS AND COMPONENTS X55.0 IMPACT 3�
S D COMPONENTS BCORNER DETAIL MI
a
1
t
a
r1
■
MAX,OR.WIDTH
el PARTINGTOP:55" 3
MAX'.OAFRAME`
WIDTH 53" .1 g
TOP SASH
WIDTH 49.46"
TOP SASH 2:63 TYP.
D.L.O.WIDTH ®HEAD&SILL
FROM PARTING
STOP CORNERS 10.00 O:C.TYP.
C HEADS SILL. CORNERS
FROM JAMB
r
4.00"TYP.FRO4.2.V TYP
M RNERS TYP.
— CORNERS OF WINDOW FROM PARTING
STOP CORNERS
FOP TOP SASH
77` SASH }
HEIGHT 13.15'
13.15"
® MAX. HEIGHT HE
t y_ 32.913' 10.00"'O.C. O.C.MAX:TYP. d z
HEIGHT Wt UNIT 36.826 TYP:. X 3`O.C.TYP.,FOR
PARTING FRAME WOODSGREWS. .e
STOP HEIGHT - 2TOPC: CI:C,TYP.FOR .
BOTTOM BOTTOM SASH CONCRET�SGREWS. � �"
SASH D.L.O: pw
HEIGHTd
38.625 33.113" ®REINFORCEMENT(TYP.) � I
$12 INSTALLATION X
fa X 1-518`SCREWS THRU u°Ci i
�'
SCREW(TYP.) ARTING STOPS(TYP.) y° P
1lCEM�.MY?IiAo.P.E. .
F PE W OM
40
3.00"FROM CORNERS 16 Or O.C.TYP. �a�s���tf��#�+�ii
0 HEAD&SILL TYP. �►HEAD&SILL .1A.R INMES ���i
BOTTOM SASH Ek8p'Pi
WIDTH Q No 4p7
DLO ti=
4$.8126` i "STATE OF 4
BOTTOM SASH �yE:'ct o R Cahj-�2�
WIDTH 50.126` 4��5`�+�ONl1 �NO�ti• .
pWoucr WNLUD
ELEVATION ANCHOR LAYOUT A "w"*wft& �'°"°'
°, pb
WnWOR VMW BXTMOR VMW a gn�ionOss
WJPARTWO STOPS Wt PARTING SLOPS
MAX.O.A.FRAME
WIDTH 63' 3: s
TOP SASH
WIDTH 49AW ci
TOP SASH
D.L.O.WIDTH oak
45.76" d
3.W'FROM CORNERS
®HEAD&SILL TYP.
6.00"FROM JAMB
CORNERS TYP.
3"O.C.TYP.FOR
TOP TOP SASH _T W00D SCREWS.
77" SASH 4"O.C.TYP..FOR
D.L.O. J�d L
MAX. HEIGHT g X HE HEIGHT ® 13.75" X CONCRETE SCREWS. i. .
FRAME 36.625 O.C.. MAXY
32.913' TYP.
62
BOTTOM
HEIGHT � �g
BOTTOM BOTTOM SASH ®2"O.C.
SASH D.L.O. TYP.
HEIGHT X HEIGHT
36.625 33.113" X F
\ &REINFORCEMEI4T(TYP.) g
@HE
O.C. LL ® s
DETAIL 1 ��HEAD&SISILL aoan�ii.miw.r�
(SEE SHEET 7)
ANCHOR LAYOUT ® o,,
BOTTOM SASHGENS�•,9G
DLO WIDTH EXTERIOR VIEW o0,' �' ,p
48.8925"
W/O PARTING STOPS
BOTTOM SASH
WIDTH 50.125•
ELEVATION PRODUCT REVISED
EXTERIOR VIEWnWcaW:n.
NoGm
W/O PARTING STOPS I inion Doc
■
® CONCRETE BY OTHERS ® 7W MIN.EDGE DISTANCE E
(SEE NOTE 4 ON SHEET 1) 1112"MIN.EDGE DISTANCE
WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS
®11A,SHT.1)By OTHERS p
1
2X WOOD BY OTHERS
EXTERIOR FINISH EMBEDMENT
••. ! �. BE MIN.OM£NT Ra , 114"MAX.SHIM (SEE ON SHEET 1)
BY OTHERS
EXTERIOR FINISH w
PERIMETER SEAUtNT—"` 1X PTVNOOD BUCK BY OTHERS
ABY OTHERS 4 BY OTHERS ;.,,�
I 1i (SLE NOTE 6 114"MHC.SHIM "` MSN.
r. ON SHEET 1) EMBEDMENT
a 1
EXTERIOR � S INTERIOR PERIMETER SEALANT Y �� '•'
$ BY OTHERS
z ,[�} � �-
VER �1E 1 I� EXTERIOR �1 ' INTERIOR r 5 a I
2 `
EXTERIOR a INTERIOR "WW
EIGHT
WIN
HEIGHT
o---' 2 J
2 e
vIsTI�cA +SE
(15
15 ; aDHCR8T8��1 EXTERIOR JO t!A S
2 INTERIOR
`
��/
® B
EXTERIOR INTERIOR ade.n+u�m,a�e
PA W P.0 N0.4Ytf3
2X WOOD BY OTHERS
10 (SEE NOTE 4 ON SHEET 1)
-.. PERIMEeTTER OVoy ERS ,,���� i"leffift ,
&PERWETER SEALANT �'✓ AIX Pt S EE NOTE 6 ON SHEET SM BY OTHERS t1S + 0�4 ...........O yc•O,DG.
f 1112"MIN. 1 f17 MIN . ; No 49751 � q
BY OTHERS ( EMBEDMENT 114"MAX.SHIM EMBEDMENT 4,
EXTERIOR FINISH •4 • • . _j "TATF
BY OTHERS : ,�:
• a •• EXTE RORFINISH BY OTHERS ���•........
CONCRETE A ,� �hiiii, i"t,*�
WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE 71r MIN.EDGE DISTANCE
4 ON SHEET 1)
A11A,SHL 1)BYOTHE PRODUCTREVISM
11n"MIN. (j)lW0D'WlW.VMAT
, ,.n►extt
EDGE DISTANCE SHEATHING BY OTHERS w�acpnooeNo! 60t'
(TYP.)® nu Do@
r�_VERTICAI.SEC'I'It1N er
s R�
I 1!2•MIN.EDGE DIST.
i
1 112•MIN EMBEOMENi 1X PT WOOD BUCK BY'; S ,• ,•
71b•MIN.EDGE 01ST. p
(SEE NOTE b ON B N t) a
CONCRETE BY OTHERS(SEE MOOD PROTECTION(SEE NOTE 1D
NOTE 4 ON SHEET 1) 1111,SHT.1)BY O $A 1 JIr MIN.EMBEDMENT XX
• • ,• . .. 2XWOOD.BYOTHERS i o
a
SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) y
EXTERIOR FINISH ;: '1 Jr.MIN.EMBED
BY OTHERS 1XWOOD BUCK BY OTHERS
EXTERIOR FINISH (SEE NOTE 5 ON SHEET I)
PERIMETER SEALANT BY OTHERS
®BY OTHERS 4
R SEALANT
9 t14 MAX.SHIN PER BY OTHERS 1112*MIN. _ O n
1.
EDED�.® EMBEDMENT
GE DIST.
EXTERIOR s INTERIOR yq o
4 1!4 MAX.SHIM W,MIN.
2 1 9 EDGE DIST. 3
J VKillICALSECT ( IXTERroRg B INTERIOR t
CONCRSIBSUBSTRATSWINbow
S y
HEIGHT 2
HEIGHT K �VEwo.DDeCRAA�18suaC�nnsN 80
® EXTERIOR - 30 $ INTERIOR � �
EXTERIOR S Y
8 NTEWOR
PERIMSEAlAN7�
gBY OTHERS
PERIMETERBY OS 1 EaiE pj® EDGE DIST. ,,o� I GMEN3.A,
114 MAX.SHIM @ t NP 49J
b?,
• - • 1 1Ir MIN..EMBED.® I 1w MIN. * 1N
IX WOOD BUCK BY OTHERS EMBEDMENT
S STATE OF
• � .' (SEE NOTE.b ON SHEET 1) � per,•�;
EXTERIOR FINISH ® EXTERIOR FINISH BY OTHERS °'• ........
....
BY OTHERS CONCRETE
BY OTHERS(SEE NOTE
1X Prr&(WOOD BUCK BY OTHERS SHEATHING BY OTHERS®(SEE NOTE b ON SHEET 1) 40N SHEET 1) 1 112•MIN.EMBED'
W009 PROTECTK)N(SEE NOTE ® 1 UY MIN.EMBED& 2X WDOD BY OTHERS 718'MIN.EDGE DIST. dam. �rwt�
IIA;BHT.1),BY OTHERS 1 1R•M1N.EDGE DIST. (SEE NOTE 4 ON SHEET 1) I E CAI,SECTION u°°"'`b"
No
OD!RTBAME SUBWRAn Urt b
H VF.R suBEIT�rIT:
w t N
t
1 11Y'MIN.EMBEDMENT-CONCRETE 1N'MAX.SHIM 1N'MAX. 1 17Y'MBI.EMBEDMENT _ 2 V
® 1'MIN.EMBEDMENT-MASONRY 7 2 u a I I
1 1 2 7
1 11Y MIN.EDGE DISTANCE-CONC. RdTERIOR �NOTE 4 ON BY�1) o
®Y MIN.EDGE DISTANCE-MASONRY R
7/S MIN.EDGE DISTANCE Rg
CONCRETE!MASONRY BY OTHERS EXTERIOR SHEATHING BY OTHERS.
(SEE NOTE 4 ON SHEET 1)
GLAZING DETAIL 1
W00 PROTECTION(SEE NOTE B 2 (ON THIS SHEET) t9 is t6 6 p
EXTERIOR FINISH BY OTHERS Q
Ah 11A SHT.1)BY OTHERS ERIMETER SEALANTSY OTHERSA A PERIMETER SEALANT
::•::.•.•.:• BY OTHERS
IX PT WOOD BUCK BYOTHERS WINDOW WIDTH >
EXTERKOR .o
®(SEE NOTE 6 ON SHEET 1) FINISH%
OTHERS yj a
RIZON ON G ORI NTAL SECTIO _ o I:$ _ I
Yga
12'GLASS WMA �,
T 71r OA INSULATED GLASS CONSISTING OF:® INTERIOR
EXTERIOR,LAMINATED.GLASS:QW ANNEALED'GLASS, -+
`\ O.�IY BuTACTTE PYB INTERLAYER By KURARAY AMERICA,INC.,VS"ANNEALED GLASS.
® 0.30'AIR SPACE.DESICCANT VAIM STEEL SPACER,INTERIOR Va'TEMPERED GLASS
a 1 UT MIN.EMBED. t
11 W MPI.EMBEDMENr-CONCRETE 3 W MIN.EDGE DIST,& ` y
®318'MW.EDGE DIST.
T MIN.EMBEDMEM=MASONRY.EDGE 10MIST•C V4'MAX SHIM B -�' 114 MAX:SHIM ply
® T MN.EDGE DIST RY. 2 '7 2 7 2 1 �77ii S
® Wr MN.EDGE DIST,
1e GLAZING. DETAIL 1 FowlAsoiu�o :a=.
• �: aron�.rcaawe»u
INTERIOR IttMES
A �4Q�• .GEN8.•.D.p`4�
0.•'•� F•.•G
1 11T MIN. . 1111 MN. �� NO 48 5 No
EMBEDMENT (SEE NOTE 4 ON SHEET 1)EMBEDMENT
2X WOOD BY OTHERS _
CONCRETEIMASONRY BYOTHERS tti TATE P
(SEE NOTE 4 ON SHEET 1) EXTERIOR
WOOD PROTECTION(SEE NOTE tat i `(p A 1�'•'�����
A 11A,SHT.1)BYOTHERs 1 8 2 1 B SHEATHING BY OTHERS .,�$�Q.. EC,�,.•
(METER SEALANT BY OTHER8® A PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS
I PT WOOD BUCK BY OTHERS WINDOWyyDTH
®(SEE NOTE 5 ON SHEET t) RNt>cr Rr.VL%FA
.tvw{iI�•1�NOMk101IY
EXTERIOR FINISH BY OTHERS K IY NT a ECT, QN
HORIZONTAL
I
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SILL OF MATERIALS
TTE1l►A DESCRIPTION BILL
.MANUFACTURER P: ALWItiDOWSANDDOOR �
t MAI FRAME RIGID pROflLE3ROY.PLANT N0.13 N1D NOA N0. = 4
SASH PANEL WHITE RIGID PVC "RWDP 12.1120.42. i
3 11 SASH COVER I WHITE RIGID PVC 1 'RWDP
4 PANELSTOPIF E WHITERIGIOPVC "RVWP.
6 1 SLOP WHITE RIGID PVC '"RWDP
6 1 GLAZING STOPWITH HANDLE I'WHITE RIGID PVC
7 1 GLAZING STOP I WHITE RIGID PVC •"RWDP
e 1 REINFORCEMENT I STEEL I ROLLTECHINOUSTRIES
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0.178' 0.323- 0.869'
0.316° 0,206' 0.362" 0.173' a
0.168• 037T 0.709" a, o.f- .70.T4r • x o LL
0.37r 1.906' 2.260- 1 0.38x•
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NOTE. Drs
PARTING STOP EXTERIOR PERIMETER
TO BE SEALED TO 1X PT WOOD BUCK
WITH SPCA 56161UCONE ® `p•
S
i.
6/1612016 Florida Building Code Online
r:
k3
C2prtment_: BCIS Home I Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff j SCIS Site Map Links Search
Busines (y/`}
ProfessiVll�1 ProduCtApproval
USER:Public User
R22ulatiot1
gr�Ml�q Pmtluct Approval Menu>Product orApplication Search>AOolication Llst>Appliratbn Uetaq
8 FL# <FU
1479-R3
Application Type !/ vision
Code Version l\ 2014
Application Status �Appwved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Commission if necessary.
Comments
Archived _.------
Product Manufacturer Regency Plus Incorporated
Address/Phone/Email 1024 Locust Gap Highway
Mount Carmel, PA 17851
(570)339-3374
gnyp@conservationwi om/s.com
r.�
Authorized Signature Tony Procopio
tonyp@conservationwindows.com
Technical Representative Joe KorzeniecM
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel,SD 17851
(570)339-3374
joek@window-pros.info
Quality Assurance Representative Joe Korzeniecki
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel,PA 17851
(570)339-3374
joek@w indow-pros.Info
Category Windows
Subcategory Mullions
�_..
Compliance Method Certificatlon Mark or Listing
Certification Agency National Accreditation 8t Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2006
ASTM E1886 2005
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Approved Testing Lab
FL11479 R3 Eauiv AAMAEOUIVALENCY odf
FL11479 R3 Eauiv.ASTM EQUIVALENCY odf
trite./tfloridabuilding.org/pr/pr app d.aspx?paran>=wGEVXQwtDgN6jyggZ9WuElMsgd27flidlgZWSLBWeLm2zba/a2bXxcA%3d%3d 112
6116/2016 Florida Building Code Online
Product Approval Method Method I Option A
Date Submitted 03/19/2015
Date Validated 03/2012015
Date Pending FBC Approval
Date Approved 03/2312015
SUMT-a-"t Products
FIL Model,Number or Name Description
11479.11/ TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION
t3rrYits of Certification Agency Certificate
Approved Z., use in HVHX.1yeS_" .._' FL11479 R3 C CAC NIO07051-R4.pd
ro
Appved for use outside;fVlI
fZ:Yes Quality Assurance Contract Expirati)n Date.
Impact Resistant;YesIZ/31/2020
Design Pressure:+70/-70 Installation Instructions
Other: FL11479 R3 11 08-01205A.Ddf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party- es
Evaluation Reports
FLIX479 83 AE 111787A.Pdf
Created by Independent Third Party:jes
ECWiOOO T IMPACT MULLION TECH 5000 T IMPACT MULLION
111479.2
Limits of Use Certification Agency Certificaca
te
Approved for use In HVHZ:Yes FL11479 R3 C CAC 1007050-03.12df
o
Approved for use outside HVHZ:Yes Quality Assurance Contract Explraratl n Date
Co
Impact Resistant:Yes 02/28/2021
Design Pressure.+70/-70 Installation Instructions
Other: FL11479 R3 11.0.5.z.0_1206A.D
Verified By: Luis Roberto Lomas
2
Created by Independent Third Party:
Evaluation Reports
FL11479 R3 AE 511788A,pdf
Created by Independent Third Party:.Y -
gontea US 1940 North Mgnn22 Street,Tallahassee FL 32399 Phone:85O-487-18
The State of Florida is an AAjEEo employer,Copyright 2007-2013 state or Fiorida,;:Privacy Statement::Accessibility,Ste me Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a pubiI request,quest,do not send
electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,piease,con ct'850.487.1395 -Pursuant to
section 455.275(2),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the pep rtment'alth an email address If
they have one.The emalls provided may be used for official communication With the licensee.However email addresses are pu ilc record.If you do not wish to
supply a Personal address,please provide the DepartmentAlth an email address which can be made available to the publlc.To etermine If you area licensee
under Chapter 45S.F.S.,please click hem
Product Approval Accepts:
http:t/floridabuilding.orglpr/pr app /.2bx-CA01.3d0/_1d 2J2
__OU.aspx?pararrF=wGEVXQvADqvajAqZ9WuElMsgd27flidlgZWSLB)ceLvwp2zbo
NOTICE OF PRODUCT CERTIFICATION
'.S b;71.LV4
CERTIFICATION NO: NI007051-R4
DATE: 03/28/2007
CERTIFICATION PROGRAM: Structural
COMPANY: Regency
CODE: 750-1
rtUr
Y RE6TISION DATE: 02/02/2015
To verify that the"Notice of Product Certification"is valid,please visit Lywtiv.NA MICertit ication.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label tnust be applied to the product to claim
certification status. Please review and advise NAM1 if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Regency Plus,Inc. Series"Tech 5000 Impact Mullion"
2000 Locust Gap Highway Fixed Lite Combination Window
Mount Carmel,PA 17851
Configuration:O/O
Glazing:IG-Inferior-3/16"Annealed Glass/
Exterior-Laminate 5/32"Annealed Glass/0.090"SGP/
5/32"Annealed Glass
Frame: W-2720mm(107") H-1955mm(77")
Lite: W-1345mm(53") H-1955rnm(77)
SPECIFICATION PRSIRIJCT
AAMA/WDMA/CSA 1.01/I.S.2/A440-05 FW-R70 2720 x 1955 (107 x 77)
ASTM E1886-05/E1996-04 Wind Zone 4-Missile Level D
TAS 201/202/203-94 Design Pressure:+70/-70 r/
Large Missile Impact Rated f
Product Tested By:. National Certified Testing Laboratories' _—._.___._...__......_.,.— -'
Repoli:No: NCTL-110-10616-1/110-19616,---4%10-10616-3
Expiration Date: December 31,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
PARTS LIST REVISIONS
NO. PART NUMBER DESCRIPTION Rev DESCwPnON DUE APPRDnO
1 A118-02PO78 4"ALUMINUM MULLION SHEATHING 7/16" MIN. A ADDED EDGE DIMENSIONS 03/02/15 R.L
2 A116-02M078 MULLION CONNECTOR (CLIP) BY OTHERS EDGE DISTANCE
2 1/2" MIN.
3 MULLION CAP J MASONRY
FRAMING EDGE DISTANCE I BY OTHERS
BY OTHERS 1 3/8"
MIN. EMB. 1X BUCK
1 1/4" 1;1 BY OTHERS
#8 WOOD MIN. EMB.
SCREW
1 2 3/16' CON
DETAIL A 2
WOOD FRAMING#8 sms 1
SELF TAPPItJ TOP CLIP INSTALLATION DETAIL
SCREW 1X BUCK CONCRETE/MASONRY
TOP CLIP INSTALLATION
SEE SHEET 2 NOTE 1
2 2 1
3 1
WOOD FRAMING CONCRETE/MASONRY
1 3/8' BY OTHERS BY OTHERS
SECTION B-8 MIN. EMB.
FOXED WINDOW FRAME SHOWN L
FOR REFERENCE ONLY 1 1/4" MIN.
SHEATHING 7/16" MIN. EMB.
BY OTHERS #8 WOOD EDGE DISTANCE
SC I
DETAIL C II^— 2 1/2^ 3/1 CON
WOOD FRAMING EDGE DISTANC .
ANCHORING NOTES: BOTTOM CLIP INSTALLATION
DETAIL C
1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" ITW TAPCONS WITH SUFFICIENT 1X BUCK CONCRET&MASONRY
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" BOTTOM CLIP INSTALLATION
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. USE SEESHEET2NOTE1
CUP'S DIAGONAL HOLES TO INSTALL TAPCONS.
2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT (8) #8 WOOD SCREW SIGNED.03/03/2015
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. REGENCY PLUS, INC. \\11�I11111/
3) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS 2000 LOCUST GAP HIGHWAY \\\\\�$ R•,C p�7/��i
WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS MT. CARMEL, PA 17851 `\v•'\GENSF.9,P���
PAST MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION.
4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED TECH 5000 IMPACT MULLION 4-T
0 61 INSTALLATION INSTRUCTIONS. IMPACT RESISTANT -CROSS SECTIONS AND INSTALLATION DETAILS g0AT OF
DRAWN: Dwcxo. Rev i��m�;`F�ORVP-•\KI
R.L. 08-01205 A /i`QS•"'"�1G�
\
Sr it NTS DATE 02/02/11 SHEET2 OF 3 //���NAL1 \\\\
REVISM
SEE DETAIL A / ?5 �RrROM
53° MAX. SINGLE UNIT WIDTH 53 MAX. SINGLE UNIT WIDTH Rev ---nEscaPnav 15 R.L.
. on
A ADDED EDGE DIMENSIONS 03/02/15
/ 8° Ml D.C.
,�LI
NaT£s:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
77° 8 3) CONTRACTOR IS RESPONSIBLE:FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW
OPENING AND ALL WOOD FRAMING AROUND WINDOW.
MAX' /!J 4) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL
UNIT LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY
HEIGHT WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR.
5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
6) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY
TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
7) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING,
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS,
INC.AND MUST BE MADE OUT OF VINYL PVC.
8) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN
�! 1 PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
9) TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG
AS THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED AND
MULLION IS ANCHORED AS SHOWN HEREIN.
10) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND
SEE DETAIL C MULLION IS ANCHORED ACCORDING,TO THIS DOCUMENT.
TECH 5000 IMPACT MULLION
SEE NOTE 10 FOR APPROVED CONFIGURATIONS
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
+70.OPSF� LARGE SIGNED.03/03/2015
MISSILE IMPACT
REGENCY PLUS, (NG a��/�F
20LOCUST
ARMELGHIGHWAY
PA 17851
MT. .` 1%CEN81gs;,
TABLE OF CONTENTS TECH 5000 IMPACT MULLION *• 0 61 *
LARGE MISSILE IMPACT Z70M tv�
SHEET Na. DESCRIPTION ELEVATION AND NOTES TAT OF
1 ELEVATION AND GENERAL NOTES DRAWN: aw5 NO, �r � • CO 01'�� ti
2 CROSS SECTIONS, B4O,M.AND INSTALLATION DETAILS R.L. 08-01205 A rrf%sSfpNAL
3 COMPONENTS SWIE NTS OAT' 02/02/11 S'E'71 OF 3 fA11111111111�
REVISIONS
REV DESCRIPRON DATE APPROVED
A ADDED EDGE DIMENSIONS 03/02/15 R.L
6"
1/2" 1 1/4"
P0CSK
4" THRU
2 3/4" 4'
03/8"X82' 1
2 3/4" 1/2-
1/8'.
II I 3/4" O MULLION CAP
VINYL PVC.065'THICK
2" 4"MULLION
I O ALUMINUM 6063.176
1/8"J
Q MULLION CONNECTOR(CLIP)
ALUMINUM 6063•T6
SIGNED:03/03/2015
REGENCY PLUS, INC.
2000 LOCUST MT. CARMELGPA AP HI
GHWAY
7 5 ���\v\ �GE/V6'9iP���
TECH 5000 IMPACT MULLION *• 0 *�
IMPACT RESISTANT allo /k�GssA�6r�=
COMPONENTS "qf, TATEE OF :Q
BRAWN: DNG No. 08-01205 A
SCALEDATE SKEET 3
NTS 02/02/11 3 OF
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St.
Danville,VA 24541 Report No.: 511787A
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: Regency Plus, Inc.
2000 Locust Gap Highway
Mt. Carmel, PA 17851
Product Line: Tech 5000 Impact Mullion
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-01205 Revision A,prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.NCTL 110-10616-2 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories,York, PA
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,±70.Opsf design pressure, 10.5psf water penetration.
TAS 203-94 Cyclic Pressure loading±70.Opsf design pressure
3. Report No.:NCTL 110-10616=1 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories,York,PA
AAMA/WDMA/CSA 101/I.S.2/A440-05
Design pressure: ±70.Opsf
Water penetration resistance 10.5psf
4. Report No.:NCTL 110-10616-3 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories,York, PA
ASTM El 886-05 and ASTM El 996-05
ASTM El 886/El 996 Large Missile Impact,Level D,Wind Zone 4
ASTM El 886/El 996 Cyclic Load Test,±70.Opsf design pressure
5. Anchor calculations,report number 511787-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±70.0 psf
• Maximum unit sizes attached to each side of mullion: 53"x 77"
• Units attached to mullion must have their own separate approval.
• Units may be mulled indefinitely as long as maximum unit size is not exceeded.
• Mullion may be used vertically or horizontally
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
Installation: Units must be installed in accordance with approval document, 08-01205 Revision A.
Certification of independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s)for which this report is being issued.Also,
don't have nor will acquire a financial interest in any other entity involved in the approval \\\�
process of the listed product(s). \\�S R,• [dq�i
E IV
_ 057 �k=
f o . TATE OF :w;
OR Mt-
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
03/03/2015
MIAMI•DADE MMI—DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
N ACCEPTANCE OA wwwmi2midside.gov/economy
Regency Plus,Inc.
1024 Locust Gap highway
Carmel,PA 17851
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-
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 assuranee'puiposes. If this product or material fails to
perforin 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-ormaterialfails to ineet 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-I3i h Veloci. Hurricane Zone.
ESCRIPTION:Series"5405"White PVC Horizontal Sliding Window L.M.I.
APPROVAL DOCUMENT: Drawing No.:RPISM63, titled "Impact Series 5405 Horizontal Slider
Window",sheets 1 through 6 of 6,dated 11/26/08,with revision H dated 09/24/15,prepared.by PTC, 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 elate by the Miami-Dade County Product
Control:Section.
MISSILE IMPACT RATING:Large and,Sma11 Missile Impact Resrstan
LABELING: Each unit shall bear a permanent label'witl'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 arenewal 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'peoduct or,proce.ss. 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. Ifany 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. 14-0128.06 and consists of this page 1 and evidence pages Irl and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-061&03
MIAM6DADE COUNTY Expiration Date: July 22,2019
Approval Date: October 01,2015
q�2q�t5 Page 1
Regency Plus,.Inc.
NOTICE OF ACCEPTANCE:
E'4�IDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
(Submitted und'erNOA No. 08-1210.12)
2. Drawing No. RPLS0063, Sheets 1 through 6 of 6, titled "Impact Series 5405
Horizontal Slider Window",dated 11/-26/08,with revision H dated 09/24/15,prepared
by PTC,LLC,signed and seated by Robert J.Annoruso,P.E.
B. TESTS
I. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static AirPressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 20294
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 (b)and TAS 202-94
along with marked-up-draw ings and installation diagram of a.white PVC horizontal
sliding window,prepared.by National Certified Testing Laboratories,Test Report No.
NTCL-110-1150?-1, dated08/18/08, revised on 09/03/08, signed and sealed by
Harold Rupp,P.E.
(Submitted under NOA No. 08-1210.12) .
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'b
Edition(2014),dated 03/31/15,with revision dated 09101115,prepared by PTC,LLC,
signed and seated by Robert J.Amoruso,P.E:
2. Glazing complies with ASTM E130"4e01
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.. 14-0916.10 issued. to Kuraray America, Inc. for their
"Kuraray Butacite@ PVB Glass.Interlayer"dated 04/25115,expiring on 12/11/16.
2. Notice of Acceptance No. 12-1120.02, issued to Royal Window,and Door Profiles,
Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02128/13,
expiring on 02/28/18.
Manuel ez P.E..
Product Conti l
Exit
Liner
IN-40A No. 618,03
Expiration Date: July 22,2019
E-1 Approval Date: October 01,2015
Reaencv Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to, of complying with FBC 5t6 Edition (2014) and of
no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by
Robert J. Amoruso,P.E.
2. Laboratory addendum letters in the Test Report No. NTC1-110-11507-1, issued by
National Certified Testing Laboratories,dated 03/31/09 and 05/01/09,both signed and
sealed by Harold E.Rupp,P.E.
(Submitted u#der NOA No. 08-1210.12)
3. Laboratory compliance,letter in,the Test Report No. NTCL-110-11507-1, issued by
National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold
E. Rupp,P.E.
(Submitted under NOA No. 08-1210.12)
G. OTHERS
I. Notice of Acceptance No. 140128.06, issued to Regency. Plus, Inc. for their Series
"5405" White 'PVC_Horizontal Sliding Window - L.M.I., approved on 03/20/14 and
expiring on 07/22/19.
r
Manuel P rez, E.
Product Control xafiner
NOA No.l 18.03
Expiration Date; July 22,2019
Approval Date; October 01,2015
E-2
r
REGENCY PLUS, INC. o s s
IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW - LNII
INSTALLATION ANCHORAGE DETAILS
o LL
GENERAL NOTFb;_
kgTALLATION NOTES:
1.THE PRODUCTANCHORAGE SHONSN HEREIN IS DESIGNED T.MATERIALS: LONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
&TO COMPLY WITH STH EDITION(2M4)FLORIDA SUILOING ANCHOR LOCATION BHNOWNL MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
CODE(FBC).BUILOWOAND RESIDENTIALVOLUMES 7.1WWDOWFRAMEMATERIAL:ROYAL WINDO 9 HAVE A CORROSION RESISTANT COATING.
INCLUDING THE HlOH VELOfKiY HURRICANE ZONE(HVHZ) DOOR PP"(LES.PLANT 13 RIGID VWA PVC PER 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
THE DESKiN PRESSURE(8)BTATEO HEREIN. MUIMI ADE NOTICE OF ACCEPTANCE(MOA)NO. THE MINMUNI NUMBER OF ANCHORS TO BE USED FOR 0.FOR HOLLOW SLOCKAND GROUT FILLED BLOCK DO a
12.1120.02, PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
I THE PRODUCT,DETAILS CONTAINED.HEREIN ARE BASED JOINTS.EDGE DISTANCE IS'MEASUREOFROMFREE ��77GG a
UPON SIGNEDAND SEALED TEST REPORT 0 ® 72 GLAZING INTERLAYER KURMAYAMERICA,INC. 3.-SMAS.REQUIREDAT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
NCTLA104IW7.1DATED 0612010SAND ASSOCIATED BUTACITEINTERLAYER PERMM4)ADEN07=OF TFOWAWN FRAMIEWITHLOADBEARINOSHIRS). SHELL OF BLACK j2
LABORATORY STAMPED DRAWNG19 AND WERE TESTED IN ACCEPTANCE(NOA)IO.14-M&IO. MAXIMUMS ALLOWABLE SHIM BREIS 1/4 INCH.SHIM d
ACCORD/INCE WITH HIGH VELOCITY FIURRIGWE ZONE WHERE SPACE OF VIS INCH ORGREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN � '
TESTIHOPROTOCOLS TAS•2M,TA&202AND TAS4W. &NOTUSED. 8HW(S)SMALL BECONSTRUCTED OFHIGHDENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS Tt��E�3
1 THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®O.GLASS MEETS THE REQUIREMENTS OF ASTM PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SWILL I%If 0
NOT BE USED W SUBSTRATES WITH STRENGTHS LESS 13 LY
TO THE STANDARDS LISTED IN THE 6TH EDOTKNI(2014) Elm ow. 4.FOR INSTALLATION INTO WOOD FRAMING,USE 112 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE
® FLORIDA BUILDING CODE(FSC)-BUILDING AND SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1I21NCH ANCHOR MAMIFACTURER. i
RESDENRALVOLUMES%'INCOMPLUWMWITHSAD 10.DESONATONS"rAND-0-STANOFOtTHE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE13718
STANDARDS INCLUDING KOM VELOCITY HURRICANE ZONE FOLLOWING-,, INCH, 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS u ,
(HVHZ)REOUIREMENT& X:OPERABLE PAN& HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE y
Q FIXED PANEL S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I FOLLOWING PROPERTIE&
4.ADCOU4CYDFTHEIXLST1lK38TRL)CTURALOONCRETE ® MASONRY.ORDWECTLYWTOGONCRETEJMASONRY, 22
MASONRYAND2X FRAMWO AB A AWN WIND FORCE 11.A U3 RMEASE IN ALLOWABLE MRM FOR WIND USE IM INCH ITW ADVANCED THREADFORM TAPfONS OF A. WOOD PROTECTION.WOOD PROTECTION.W OOO-
RESLSTINO SYSTEM CAPABLE OF WITHSTANDING AND LOADS WAS NOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TOACHIEVE THE FOLIOWMNQ PRESSURE TREATED SOUTHERN YELLOW FIRE. p
TRANSFERRING APPLIED PRODUCT LOADS TO THE ®PROOLWM SHOWN HEREIN.,WIND LOAD 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF US LUMBER MUST
STRUMRE IS THE RESPONSIBILRYOF THE ENGINEER DUAATI011 FACTOR(C4.1J))HAS BEEN USED FOR S.I.I. I V2 INCH MINIMUM EMBEDMENT COMPLY WITH STH EDITION FBCIFRC AS RELATED
OR ARCHITECT OF RECORD. WOOD ANGOR DE8KiH WNEREWDOD-ONLY 5.L2 1-112 INCH MINIMUM EDGE DISTANCE ® TOWOOD PROTECTION. .
FAILURE GOVERNS.FOR OTHER MATERIALS, 5.2. MASONRY SUBSTRATE S- CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF C
S IX AND 2X SUICn(tVHEM USED)SMALL BE DEMNED AND APPROPRIATE SAFETY FACTORS PER THE S.2.1. 1 INCH MINIMUM EMBEDMENT ® 25W v9AND CONFORM8 TD AC1301, Q .
ANCHOREDTOPROPERLYTRANSFERALL LOADS TOTHE APPLICABLE DESIGN STANDARGAREUSED. 3.22 2 INCH MINIMUM EDGE DISTANCE O, MASONRY-STRENGTH CONFORMS TOASTM COO,
STRUCTURE.BUCK DESIGN AND INSTALLATION 4 THE - MEDIUM WEIGHT NTH DENSITY>117 PCF. ItoM7J.gnaw.►E
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12.IN AREAS WHERE WIND-BORNE DEBRIS C FOR PARTING STOP INSTALLATION USE#8 X 1112 INCH
Flown p,E Aa�aax
RECORD. PROTECTION REQUIREMENTS EXIST,USE OF AN WOOD SCREWS.
APPROVED 6.THEINSTALLATION ANO WY NOT ILS DESCRIBED HEREIN ARE NEEDED. SACT PROTECTIVE SYSTEM W NOT 7.MINIMUM 8HEE FINISHES.INCLUDING AND
WE DI TANLIMITEDEXCLUDE ,,� -AME$��O♦♦
FORA SPECIFICSITE IF SITE CONDITIONS CAUSE STUCCO,FOAM,BRICK VENEER AND SIDING. .............
9G♦
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS Q; No.. 9
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY
ELECT ONE OF THE FOLLOWING OPTIONS:
A OUTSIDE HVH2 REQUIRE THAT ALICENSED. TAI OF 7�<4
ENGINEER OR ARCHITECT PREPARE AND SUBMIT ��ti•.o< Of;:
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
•oQ
DOCUMENT. ♦♦�p• R�,.••�����
B.INSIDE HVHZ'REQUIRE THAT A ONE TIME SITE TABLE OF CONTENTS ♦♦♦♦♦��O►NN Ats1�N,,,
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED
® FROM THE MM41ADE COUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION
-1 F OENERALAND INSTALLATION NOTES PRODULTREWIP
2 F ELEVATION AND ANCHOR LAYOUTS —""...- n`�a00%elu Im FIx1y
B�II4(n4 Cb4o
.3 F VERTICAL SECT10N8 - Aa.eFlrwe NO,
4 .F HORIZONTAL SECTIONS,GLAZING OF' IMPACT 6 CORNER DETAIL DESIGN PRESSURE RATING{PSH) IMPACT RATING eiN�SOa Oou
6 F 'GARNER DETAIL aSS.O LARGE MISSILE
6 F COMPONENTS AND BILL OFMATERIALS IMPACT M P'odiny
7 3/4"MAX FROM
CORNERS(TYP.) QP.. i ,•
12"MAX.O.C.<(TYP. S
&SILL
FRROME PARTING �HEAD&SiLI 12112"MAX.O.C.(TYP.) �
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81l4"MAX. le
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FROM FRAME ,
CORNER. y
13" t 12". w
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t
74"MAX.,
FRAME WIDTH r o
34 3116' 33" S
MAX. MAX. INSTALLATION
Dl, D.L.O.- ANCHOR(TYP.)
63" __ c
MAX.
FRAME PARTING.STOP EIGHT ANCHOR(TYP.) klgg�.
MR`� S(TYP.) <
58 3!4" B C STEEL REINFORCEMENT
MAX. 3"'MAX.(TYP.)@ HEAD&SILL 33
D.L.O. 3 .3 FIXED WALSC E . FOR WOOD,SCREWS
SPACED METAL SCREWS,
• 4"..—..(TYP.)0 HEAD&SILLS v`
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ONE BY WOOD 112 WOOD SCREW 12 ONE BY WOOD
INSTALLANCHOR,
' t
ATION ANCHOR, BY OTHERS
BUCK BY OTHER 13 1/4" ITW TAPCON „ N
(SEE NOTE 5, SHT. 1)
(SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR 7/8" MIN. 0 5 S
WOOD BUCK PROTECTION BY 1 1/2- MIN. SHEATHING EDGE DIST. TWO BY WOOD 7�
OTHERS SEE INST. NOTE EDGE DIST.'& BY OTHERS BY OTHERS d d
( (SEE NOTE 4. SHT. 1) 3 i i E y
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10 q
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WOOD SCREW
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NOTE 5. SHT. 1 INSTALLATION ANCH R EDGE DIST. c n1ippD1`
VERTICAL SECTION D
H R ZO T L SECTION Dr
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NOTE 11A
1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW
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WOOD SCREW 1/4" MAX. REQUIRED 1" MIN: EMBEDMENT - MASONRY o
1 1/2"MIN SHIM SPACE 15 19 3. 4 9-`10
EMBEDMENT 10 1 19 17 16 I�IIE814H � 13F/4- ITW TAPCON INSTALLATION ANCHOR
SHIM AS REQUIRED 6
1 1/2" MIN. EDGE DISTANCE - CONC. �a-
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F HORIZO - , SE N ORI ONT' L Y OTHERS
ERS
arum uwrm a'C
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aPnnal�P�lm.:au.1p carioitsPKm.s�ronnr� $ �� �� � ._
PDROPAtd4.lMILW �3 ��
7/8" O-k LAMINATED GLASS CONSISTING Y
15 OF: EXTERIOR LAMINATED GLASS ` @
(2) 1/8"ANNEMFD'GLASS W/.0.090" '.
KURARAY AMERICA INC. BUTACITE Q
INTERLAYER, 0:39."AIRPSACE,W/
DESK:CW MATRIX STEEL SPACER, R~J.AfflQlM.P.e
INTERIOR 1/8"TEMPERED GLASS rlaa,Pafftd"w
16 `
15
29jAME$�'4
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2 \ INTgR QR No 49 lsil'o
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CORNER CONSTRUCTION
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TILT LATCH
01ma�r STEEL-ZINC COATED
4 0.32r _
SHIM o�15 0.20V
waon,Near.o.P E
FlatW Pt Ma 49M
NOTE: CORNER DETAIL 1X PT WOOD BUCK 0.37r 0JW
PARTING STOP EXTERIOR PERIMETER BY OTHERS
TO BE SEALED TO 1X PT WOOD SUCK 6.37r. 1
WITH SIKA 551 SILICONE s.arr O o0� NVT'Atilti 752
o.Wr tour_0 e:w
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t
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6.015'T'HK !0;070"THK i 0.050"THK
�L 5/16" 5/16"
�1 5/6"
Q POCKET COVER Q
6 PflcxET cflvER BILL OF MATERIALS
NEXT.TRACK) (INT,TRACK) TILT LATCH
WHITE RIGID PVC TEM 0 IDESCRIPTION MATERIAL EUPPLIEA '-
O.D7G'THK WHITE RIGID PVC STEEL•ZINC COATED 4.a
0.07tY'THK. 1 MAINFRAME WHITE RIGID . RWDP 0 .
SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC -RWDP
3 GLAZING STOP NTH HANDLE WHITE RIGID-PVC •'RWDP'
4 . GLAZING STOP-OPERABLE LITEWHITE RIGID PVC N RWDP
J16` / " 5 COVER EXT.T WHITE RIGID PVC_ RWDP
1 1 16 6 POCKET COVER LINT.TRACKI WHITE RIGID PVC -•'RWDP' E 1 Z f d
7 SASH COVER WHITE RIGID FVC" '•RWDP
17 f 7J8" WEEP HOLES: 8 REINFORCEMENT(SASH FRAME)`15 GA. STEELALLOY 100611010• REGENCY PLUS.INC. ` H I
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INTERLOCK COVER @8 REINFORCEMENT 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH
18 FIXED MEETING'RAR. 42 1112 WOOD SCREW INSTALLATION ANCHOR
ll
WHITE RIGID PVC SASH.FRAME � � 8
0.070'THK STEL WHITE AIGID'PVC 13 1l4''ADVANCEDTHREADFORMTAPCON
, STEEL
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20 POCKET INSERT-FDCEQ PANEL WHITE RIGID PVC -RWDP o i
-.
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QREINFORCEMENT 22 NYLON HOUSED MET L ROLLERS NYLON 1STEEL SAUNDERS ENG G -
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FY=30-60 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL . CARDINAL
Fu=37.6-$8.7KPSi WHIT'E'RIGIDPVC 27 GLAZING PAD SETTING BLOCK-2N8-81<425-02W26 NEOPRENE FRANK LOWE PRnDucrxBvrsaS
i 1 j2' 0.060 THK NOTE:HURRICANE TILT LATCH BY,VISION IND.USED TO REOPERATING SASH TO MASTER Now "idi6019 il'
15/16" 1 a/16- FRAME,NOT SHOWN INARAWING. A prw Noa.
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---�---5/8" 3 J4" PROF(LES,PLAKT NO.13 MO NOA N0.12-i i20.02. °a&P