HomeMy WebLinkAboutProduct Approval (2) MIAM I•DADE MIAMI—DADS COUNTY
MEN PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
A www.miamidadegov/economy
1;;CCEPTIANCE (NOA)
ghway
17851
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, includin th
SCRIPTION: Series"5205"Outswing White PVC Casement Window-L.M
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement
Window-LMI", sheets 1 through 5 of 5, dated 10/14/08,with revision K dated 01/08/18, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade
County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the
Miami-Dade Coa=Product Control Section.
SSILE IMPACT RATING:Large and Small Missile Impact Resistant
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 renews NOA No. 18-0122.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMI•DADE COUNTY NOA No. 18-0911.06
A, Expiration Date: May 06,2020
Approval Date: October 11,2018
1010,147 Page 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 No. 08-1118.10) '
2. Drawing No. RPLS0061,titled"Series `5205' Vinyl Impact Casement Window—
LMI", sheets 1 through 5 of 5,dated 10/14/08, with revision K dated 01/08/18,
prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.
I Amoruso,P.E.
(Submitted under previous NOA No. I8-0122.14)
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 2.02-94
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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5tn
Edition (2014), dated 09/03/15,prepared by PTC Product Design Group, LLC, signed
and sealed by Robert J.Amoruso,P.E.
(Submitted under NOA No. 15-0618.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. .Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc, for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 16-0712.03,issued to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and
i Doors, approved on 08/10/17, expiring on 02/28/18.
Manuel P ,P.E.
Product Control xa iner
NOA No. 1 - 911.06
Expiration Date: May 06,2020
Approval Date: October 11,2018
E-1
f
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6ch Edition (2017),dated January
8,2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso,P.E.
(Submitted under previous NOA No. 18-0122.14)
2. Laboratory addendum letters I and U in the Test Report No.NTCL-110.11618-1, both
issued by National Certified Testing Laboratories, dated 10/02/08 and 01/20/09,
signed and sealed by Harold E. Rupp,P.E.
j (Submitted under NOA No. 08-1118.10)
3. Laboratory compliance letter in the Test Report No. NTCL-110-11618.1, issued by
National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold
E. Rupp,P.E.
(Submitted under NOA No. 08-1118.10)
I
G. OTHERS
1. Notice of Acceptance No. 15-0618.05, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window—L.M.I., approved on 10/01/15 and
expiring on 05/06/19.
i
Manuel Ppfez, E.
Product Control er
NOA No. 1�xa
- 11.06
Expiration Date: May 06,2020
Approval Date: October 11,2018
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None
B TESTS
1. None
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18,
r
expiring on 07/08/19.
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.
F. STATEMENTS
1. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 06/11/18, signed by Tony Procopio,Plant Manager.
2. Testing agreement letter, dated 06/12/18 between National Certified Testing
Laboratories(NCTL) and Regency Plus,Inc.,issued by NCTL and signed by Justin L.
Bupp, Laboratory Manager.
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 05106119.
2. This is a one year approval, subjected to successful verification test.
Manuel Pe .E.
Product Control xam er
NOA No. 8-0 1.06
Expiration Date: May 06,2020
Approval Date: October 11,2018
E-3
� m
- REGENCY PLUS- INC. - -
SERIES '5209 VINYL IMPACT CA SE] ENT WINDOW- LMI 4
INSTALIATIONANCSORAGE DETAILS a w o
a
o� o
ad
�w
GENERAL NOTES: Y
1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS INSTALLATION NOTES: S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
®COMPLY WITH THE CURRENT EDITION OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING.
HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. c i O
HEREIN. EXTRUSIONS OR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION p o¢
MIAMI-0ADE NOTICE OF ACCEPTANCE(NOA). 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 0
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF =W c
SIGNEDAND SEALED TEST REPORT#NCTLA 10-11618-1, 72 GLAZING INTERIAYER KURARAYAMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK } §O a
DATED 1010208,ADDENDUM DATED 11105/09 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADE Q l-Z
All DATED0120109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ti 2 m O
DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURERS
VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS•201,® SHIM SIZE IS 19 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL yj 2 Q rn g m 2
TAS-202 AND TAS-203. B.NOT USED. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 0 a<�
F
OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE a l--
-t
3.THE PRODUCT HAS BEEN EVALUATED OR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. ANCHOR MANUFACTURER, r 1-W V
THE STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD U to X a Z
®FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH 10.DESIGNATION•X'STANDS FOR THE FOLLOWING: SCREWS OF SUFFIC014T LENGTH TO ACHIEVE 1 12 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS W U U�Z o rE
SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH m O y�
ZONE(HVHZ)REQUIREMENiS. INCH. THE FOLLOWING PROPERTIES: 0o2Z-a� gegl
11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS o >to d i
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE! WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ A WOOD PROTECTION.WOOD PROTECTION.WOOD- N 6
MASONRY
S FRAMING WIND FORCE
HEREIN. ( )HAS MASONRY,OR
O CONCRETE/MASONRY. PRESSURE TREATED SOUTHERN® YELLOW
PINE-
RESISTING TIG YSTEM CAPABLE OF WITHSTANDING AND ® BEEN USED FOR WOOD ANCHOR DESIGN 1/4 NC ITW ADVANNCEDTHREADORM TAPCONS OF MINIMUM SPECIFIC GRAVITY OF O UMBER ;� 41 M
TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-0NLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBGFRC N $T' �^`
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE e5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. C ���9
ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 12INCH MINIMUM EMBEDMENT W n
5.12. 1-1/2 INCH MINIMUM EDGE DISTANCE ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF ^
5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 52. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH ACI 301. S
ANCHORED TO.PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT 521. 11NCH MINIMUM EMBEDMENT
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.22. 21NCH MINIMUM EDGE DISTANCE AC.MASONRY-STRENGTH CONFORMS TO ASTM C-90, Robert J.A-.P.E.
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY>117 PCF. Flodda P.E.No.49752
RECORD AND TO BE REVIEWED BY AHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE#8 WOOD
PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS,
6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AND'MDCA'. I/{III1112222
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 7.MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE �I� JAMES iiieji
SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FINISHES,INCLUDING BUT NOT LIMITED TO yt<�',���G hs'.1P09o�
DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. �,; F -,G I
THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING HO 49752 :NO i
OPTIONS: f
A.OUTSIDE HVHZ REQUIRE THAT A LCENCEDENGINEER OR ARCHITECT PREPARE AND SUBMIT SITESTATESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT R106GCTnmmv'�tTO BE REVIEWED BY AHJ. it timplying with the NW111111 FS• 0RL
B.INSIDE SPPECIFICVAPROVVAL BE APPLIED FOR AND OBTAINED QUIRE THAT A ONE TIME SITE g;avicef:o� -0911-Oro �1. '�ios1�MAL�Na���
TABLE OF CONTENTS
E��vttov ESAte iihillll{{A
® FROM THE MIAMI-0ADE COUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION L I '
1 E GENERAL AND INSTALLATION NOTES
2 E ELEVATIONS u�-:.i LkBe ilatett t' RODUCT REVISED
comPlyrng with the FloridA,I { i
3 E VERTICALSECTIDNS 3uilding Code f��j •i4,
4 E HORIZONTAL SECTIONS 8 GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING o�°
5 E COMPONENTS,BILL OF MATERIALS 8 CORNER DETAIL +55.0 -65.0 LMI
By
Inmi ode Ptodo�t 1
---- -- ----- ------
o
4
10'O.C.TYP.
HEAD&SILL
m
PARTING STOP w O n g
ANCHORS 'p w
4"FROM WINDOW a o o
®FRAME CORNERS 3.75"TYP.FROM PARTING w
36.00"MAX. HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL
WIDTH PARTING STOP ANCHORS x
. 4°FROM WINDO 4 3/4'FROM PARTING
D.LO STOP CORNERS
D FRAME CORNERS PARTING STOP m '
3 JAMB ANCHORS o
ANCHORS J
g � 3�a w
3 0 �
9.57"O.C.TYP. cS 3 5
JAMB ANCHORS z 0^ m ui
7 9116"O.C.TYP. i¢ L)z Z
Fi
66.1875' i 70"MAX. �"MAX i PARTING STOP } C o °
68.00" MAX ® UNIT ANCHORS z a°
D.L0. HEIGHT W1 WINDOW w o 4
MAX. ® o o B n
UNIT PARTING HIEGHT IQy + o H $8
HEIGHT ,1 PR
STOP a
®REINFORCEMENT WOOD SCREW c W &®�
4 4 INSTALLATION
9.5" � €
I I ®HEAD&SILL ANCHORS(TYP) � a
II ANCHORS TAPCON ` ^E
INSTALLATION i
I ANCHORS(TYP)- R.me J.An,—P.E.
REINFORCEMENT® - tb faa P.E No.497S2
----- 3--3 36"MAX.WINDOW :O,p��v GEE S �qG
WIDTH® No 40752 %C
38°MAX.UNIT
WIDTH W/
PARTING STOP® �'.ec�`S;
ELEVATION Q ANCHOR LAYOUT Q
EXTERIOR VIEW A EXTERIOR VIEW
7CPP478£GYRD PRODUCT REVISED
[a eiaaoplyRag.vL'b m�Fiet4! as wmPlyi%wiw the Flo-im I I
4onIR Cad.
-0911-0(o d.
OCN:ylp e'umi tio�uE 4e:Ptrea t}dciCo � e°iiau-tt - DJ •¢
ByMi�m � }I
f
I
WOOD BUCK ANCHORING 17 #8 WOOD SCREW WOOD BUCK ANCHORING m
---*WOOD PROTECTION (SEE..INST._NOTE. -BY OTHERS,& INSTALLATION ANCHOR ___.- BY OTHERS
,& ® 11A, SHT. 1) BY OTHERS ONE BY PT WOOD BUCK g
® ONE BY PT WOOD BUCK 1 1/8" MINA WOOD FRAMING BY OTHERS BY OTHERS o
BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT 77 (SEE NOTE 4, SHT. 1) (SEE NOTE 5, SHT. 1)A 4
CONCRETE BY OTHERS #8 WOOD SCREW O F
(SEE NOTE 4, SHT.1) ANCHOR 20 SHEATHING EMEDMENTABY OTHERS® A d: ?. 20Q NEXTERIOR FINISH [INSSTALLAT(ON
®3/8" MIN. 3/8" MIN. °a o
BY OTHERS ` ' 4 rEDGE DIST. EXTERIOR FINISH F®E DIST. W
4 BY OTHERS
IMMMw
4
PERIMETER CAULK 1/4" MAX. 1/4" MAX. m� PERIMETER CAULK �
BY OTHERS SHIM SPACE BY OTHERS 21 SHIM SPACE Q c
18 #12 WOOD SCREW o o
20 1 20 1 1 INSTALLATION ANCHOR 0 "
1/4" ITW ADV THRFM TAPCON INST ANCHOR
15 (1-1/2" MIN. EMBED., 1-1/2 ®N. E®) 15 �0 7/8'/MINME.D.)®D Q 3
u 4 �NwN
D D mZ
A13 7 A13 7 yQa Z Y 4
6 6
Y F <m
I 5 I 2�Q C. 1
MAX. 14 EXTERIOR INTERIOR 14 5 w O U�w
HIENDOW IGHT 14 SECTION B 3 WINDOW 14 EXTERIOR SECTION D INTERIOR 3 o �Y>
HEIGHT w �" 4
n
68A Q13 5 68A &13 5 "uHi , o
a
A2.3 I 4 A23 w �"¢8
xooucr nrxZv p I 4 w
12 6 A conpl)i-g wL6Ism nook rn a m fX�
4eeiiry Ecte 12 6 a
2 INTERIOR 7 nccer4s,:r��1$ 11.0(0
2 INTERIOR 7
RobeM1 J.A o .PS
EXTERIOR
' 15 �p 75 10
10 z:� _ EXTERIOR FbMa P. No.49762
kr:Y,sr?rt�raFf p�
1/4' MAX.19 8 19 8 +�+++++jitts PMESeq
SHIM SPACE 1 18 A #12 WOOD SCREW
U /4" TTW ADV THRFM TAPCON IN ST ANCHOR 1/4" MAX. 1 INSTALLATION ANCHOR 4�' %=GJ'
SHIM SPACE U 21 (1 1 e: No 49752 %
20 (1-1/2" MIN. EMBED., i-1/2" MIN. E.D.) MIN. EMBED.,
7/8" MIN. E.D.)
17 #8 WOOD SCREW 3 8 MIN. EDGE DIST STAT O 1
INSTALLATION ANCHOR PERIM ER CAULK
3 8" MIN. mwu
a. / BY OTHERS 20 s°S�n'� R 1�.
®CONCRETE BY OTHERS q EDGE DIST.® 20 �004`S�O111ALE ++�+
'a. SHEATHING ONE BY PT WOOD A °jliflar111++++
a *A(SEE NOTE 4, SHT. 1) _ 2p BY OTHERS BUCK BY OTHERS
(SEE NOTE 5, SHT. 1) PRODUCT REVISED
ONE BY PT WOOD BUCK .. e a ' WOOD FRAMING BY OTHERS #8 WOOD SCREW 17 m cemplyin with the F7mida
BY SHT. 1)e *WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) 9elldi gCode
(SEE NOTE 5, SHT. 1)
11A, SHT. 1) BY OTHERS AA ® 1 1/8" MIN. INSTALLATION ANCHOR A` OeN.'
1 1/8" MIN- WOOD BUCK ANCHORING
,&EMBEDMENT WOOD BUCK ANCHORING AQJIBEDMENT SECTION C BY OTHERS,& By
SECTION A BY OTHERS, Mi— P°ay�1
®3/8" MIN. ®3/8" MIN. m
EDGE DIST. ___ _
INTERIOR 1/4" MAX. SHIM SPACE EDGE DIST.
1 1/2" MIN. EMBEDMENT - CONCRETE
3 22 5 4 6 7 10 16 1 20 1 1/2" MIN. EMBEDMENT 1/4" MAX. 1" MIN. EMBEDMENT - MASONRY 4
SHIM SPACE CONCRETE OR MASONRY BY
7/8" MIN. ,
®GE DISTANCE OTHERS (SEE NOTE 4, SHT- 1) �m
INTERIOR $ o IS
«WOOD PROTECTION w w E
(SEE INST. NOTE 11A, SHT. 1) o a�
3 22 5 4 6 7 10 16 1 20 �:. 8Y OTHERS ® a a
oW
O EDGE " MIN.ADISTANCE 4.° 1/4" ITW ADV THRFM TAPCON
18 INSTALLATION ANCHOR® Y
❑ #12.WOOD SCREW 21 V MIN.®
INSTALLATION ANCHOR as EDGE DISTANCE _
co WOOD BUCK —WOOD BUCK 8
a 1 1/8' MIN. ANCHORING ANCHORING o
0
EMBEDMENT BY OTHER A BY OTHERS pQ o€a v
I �
Q of
❑ §0 3
EXTERIOR #8 WOOD SCREW 17 1 1/2" MIN. EDGE DISTANCE - CONC. ¢ F_o
14 13 2 15 20 INSTALLATION ANCHOR zz
2" MIN. EDGE DISTANCE - MASONRY a=m Luz
0 0 ?CD,m o] F Y
e'1 1/8" MIN. ® w <03
PERIMETER CAULK SHEATHING a •;EMBEDMENT a w Uo
BY OTHERS BY OTHERS } u
ONE BY PT WOOD BUCK a:t w w a
®(MIN. 3/4) BY OTHERS WOOD FRAMING w F - I
(SEE NOTE 5, SHT. 1) BY OTHERS (SEE o g a e
EXTERIOR >rc LL
NOTE 4, SHT. 1) 13 2 15 20 14 'WOOD PROTECTION a o N d
gt
SECTION E (SEE INST. NOTE 11A, SHT. 1) :'o
EXTERIOR FINISH BY OTHERS BY OTHERS ® N= J
PERIMETER CAULK
7/13" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS® ONE BY PT WOOD BUCK BY OTHERS "J K$^�GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH ®
GLASS/ 0.090" KURARAY AMERICA INC. TROSIFOL (MIN. T (SEE NOTE 5, SHT. 1) g
-
INTERLAYER/ 1/8" ANNEALED GLASS W/0.39"AIR SPACE Rogen J.Amm000,P.E
14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW 17 Rodda P.E.No.49752
& AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR
13 EXTERIOR FINISH BY OTHERS ``22 s. ...ENS;f1p9���
I .
No 49752 .:`Po
2 / \ 3
ISTATE OF .4e
1 °°Os`S.OPVAI.ENG``•
13 1/2" MIN.
°jCeeennt%0'
a GLAZING BITE
'XdDl1CT&£ftrW® mPRODUCT REVISE
Ye�,pyF�io,Z wd7q tk.f1¢Ak com YpjyjR9 witli theFlorila
$crrYag Cute 11- o Ao PUNT 1 "Q Q
ti�� q
12 By
GLAZING DETAIL a-
h}..'il.`w'12�fOc+UCi CO. Miami Lde Prolodt
I
OMAN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME VENT REINFORCEMENT PARTING STOP 'z
0.090" TYP. WALL-THICKNESS-- O 0.090 TYP: WALL-THICKNESS-- O 0.070" TYP. - 'O 0.045" TYP. 5 0.055" TYP.--- -- -- 20N.A.
WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS
3.250 O
2.459 0.552 /2. 4
0.725"
1.383
o 1/2"
2.527 cr N
2.424 � 0.940" '— a a u °
�m
I---0.445 Y
WELDED MITERED �a ILL
CORNER CONSTRUCTION® ow � "
zz
z
Q u °
1 wu
?(7:WJ m w Y
rri=¢Inge z -
� a�
ac�WBa
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BCIS Home Log In User Registration i Hot Topics Submit Surcharged Stats&Facts Publications FBC Staff BCIS Site Map ' Links Search
Florida
' &'Product Approval
USER:Public User
I Product Approval Menu>Application Detail
FL# F1-11479-114
Application Type Revision
Code Version 2017
Application Status Approved
(14, Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
4�
Comments
Archived 0
r � Product Manufacturer Regency Plus Incorporated
` 4• F Address/Phone/Email kv 2000 Locust Gap Highway
Mount Carmel, PA 17851
�a �O g#' (570)339-3374
tonyp@conservationwindows.com
(< # b Authorized Signature Tony Procopio
w tonyp@conservationwindows.com
x Technical Representative Tony Procopio
Zyv
Address/Phone/Email 2000 Locust Gap Hwy
ry Mount Carmel, PA 17851
};
(570)339 3374
tony@cwbyrpi.com
;JMp` Mk Quality Assurance Representative Joe Korzeniecki
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel PA 17851
(570)339-3374
n joek@window-pros.info
s °Ke.-
Category �indows
•` Subcategory Mullions
" y
-£ Y � Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
r
xy Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/LS.2/A440 2005
ASTM E1886 2005
,x ASTM E1996 2002
TAS 201 1994
TAS 202 1994
i TAS 203 1994
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuElMsgd27flidxkYuP4AEi4on3tDC4WRNzw%3d%3d[2/l/2018 4:22:50 PM]
Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11479 R4 Equiv EERNo2522 R vO FL11479 Million pdf
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t
t Z,
Product Approval Method Method 1 Option A
t Date Submitted 01/06/2018
s, N Date Validated 01/10/2018
3 Date Pending FBC Approval
k Date Approved 01/17/2018
Summary of•Products .. L".7777 `
N
` FLn#,�, Model Nu`mtietor Name? DescFiption
r "rj 11479.1 TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION
�.y q
µ aF4 Limits of Use Certification Agency Certificate
A` rh i Approved for use in HVHZ:Yes FL11479 R4'C CAC NI007051-R4.Rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
x3 Impact Resistant:Yes 12/31/2020
Design Pressure: +70/-70 Installation Instructions
Other: FL11479 R4 II RPLS0057 RevA SERIES-5000-
�'. MULLIONS ss.pdf
au ,
Verified By: Robert].Amoruso, P.E. FL PE No.49752
Created by Independent Third Party: Yes
Evaluation Reports
FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss.pdf
Created by Independent Third Party: Yes
I
11479 2 TECH 5000'T IMPACT MULLION TECH 5000 T IMPACT°MULLION
Limits of Use Certification Agency Certificate
` >Approved.for use in HVHZ Yes, '. _FL11479 R4 C CAC NI007050-R3.pdf
-
Appiroved for-'use"'outside HVHZ.:Yes - Quality Assurance-Contract Expiration Date
Impact Resistant:Yes 02/28/2021
a ' DesijmPressure470/-70 Installation Instructions
- Other:; FLi 1479=R4 II RPLS0058 RevA . ERI S-Snnn-T-
�s
.. ;: Verified By: Robert 3.Amoruso,•P.E. FL PE No.49752 _
Creatpd'by Independent Third Party Yes
`- Evaluation Reports .N
011
FL11479 R4 AE PERNo2522-Rev0 FL11979 Mullions s .pdf
Created,by Independent Third Party::Yes"
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FM
Contact Us:;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
4S5.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
�g
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
} address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
* : please click here.
Product Approval Accepts:
I` (�•gy:i: �t� j FQII@STt 'k77.
Credit Card`
https://www.floridabuilding.org/pr/pi app_dtl.aspx7param=vGEVXQwtDgv8JygqZ9WuEIMsgd27flidxkYuP4AEi4on3tDC4WRNzw%3d%3d[2/1/20184:22:50PNq
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report'No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 1 of 2
Product Manufacturer Product Name. Model and/or Description
Regency Plus Incorporated Series Tech 5000 Impact Mullion
2000 Locust Gap Highway Series Tech 5000 T Impact Mullion
Mount Carmel, PA 17851
Florida Product Approval No.: FL11479
Code: Current Edition of the Florida Building Code
Compliance Method: Product Approval Rule 61G20-3.005(1)(a)—Certification Mark or Listing
Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.:
• Series Tech 5000 Impact Mullion
o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA signed
and sealed by Robert H.Zeiders, P.E.
■ NCTL-110-10616-1,AAMA/WDMA/CSA 101/I.S.2/A440-05
■ NCTL-110-10616-2,TAS 201-94,TAS 202-94 AND TAS 203-94
■ NCTL-110-10616-3,ASTM E1886-05&ASTM E1996-04
o PTC Product Design Group Drawing No.RPLS0057, Rev.A,dated 1/4/18,signed and-sealed by Robert J.
Amoruso, P.E.,FL License Number 49752
• Series Tech 5000 Impact T Mullion
o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA signed
and sealed by Robert H.Zeiders, P.E.
■ NCTL-110-10617-1,ASTM E1886-05&ASTM E1996-04
■ NCTL-110-10617-2,AAMA 450-00
■ NCTL-110-10617-3,TAS 201-94,TAS 202-94 AND TAS 203-94
o PTC Product Design Group Drawing No. RPLS0058, Rev.A,dated 1/4/18,signed and sealed by Robert J.
Amoruso,P.E., FL License Number 49752
Engineering Analysis It Evaluation:
• Anchorage engineering in accordance with the current edition of the Florida Building Code for Series Tech 5000
Impact Mullion and Tech 5000 Impact T Mullion signed and sealed by Robert J.Amoruso, P.E., FL License Number
49752.
Performance Testing:
• Performance Standards used in testing, NON-HVHZ locations:
o AAMA 450-00
o AAMA/WDMA/CSA 101/I.S.2/A440-05
o ASTM E1886-05
o ASTM E1996-04
• Performance Standards used in testing, HVHZ and Non-HVHZ locations:
o TAS 201-1994
i o TAS 202-1994
o TAS 203-1994
Limitations It Conditions of Use:
• This product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
• Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
�A�A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/AW 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 2 of 2
o Overall dimensions and material/grade of main product components,accessories,etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
o Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design.
• , Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction.
• Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
registered architect acting as the design professional'of record for the project of installation.
Certificate of Independence per Product Approval
Rule 61G20-3.009
PTC Product Design Group,LLC and Robert J.Amoruso, P.E.
does not have,nor will acquire,any financial interest in the
company manufacturing or distributing product(s)covered
by this Product Evaluation Report.
PTC Product Design Group,LLC and Robert J.Amoruso, P.E.
do not have,nor will acquire any financial interest in any
other entity involved in the approval process or testing of
the product(s)covered by this Product Evaluation Report.
Evaluated By:
Robert J.Amoruso,P.E.
FL P.E.License Number 49752
PTC Product Design Group, LLC PO Box 520775 1 Longwood, FL 32752-0775
r/S.. 321-690-1788 1 FBPE Certification-of Authorization No. 25935
m
REGENCY PLUS, INC. co m
SERIES TECH 5000 IMPACT MULLION SYSTEM 9
INSTALLATION MULLION.ANCHORAGE DETAILS N
W w
NOTES: y
1.THE PRODUCT SHOWN HAS BEEN TESTED,EVALUATED AND DESIGNED TO COMPLY WITH 53"MAX. a
REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING FRAME WIDTH
THE HIGH VELOCITY HURRICANE ZONE(HVHZ). < DETAIL A
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED
AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL
CERTIFIED TESTING LABORATORIES,YORK,PA.
2.1. NCTL-110-10616-1,AAMANVDMA/CSA 101/I.S.2/A440 m M
2.2. NCTL-110-10616-2,TAS 201,TAS 202 AND TAS 203 w a
2.3. NCTL-110-10616-3,ASTM E1886&ASTM E1996
3.WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 6 1/2"MAX. �� w
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE z w o
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ¢ o~O
4.INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF _ =J
WINDOW OPENING AND ALL WOOD.FRAMING AROUND WINDOW. 77" 3 fqQ a uS a '
5.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE a a¢a G Z m z
LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFETY REQUIREMENTS REST MAX. ¢ 0,
SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR UNIT �Fw�oo
CONTRACTOR.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS HEIGHT z oQ $�
PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HIGH VELOCITY HURRICANE C C o 3 v�o
ZONE. 8"MAX.O.C. z o c=J
6.DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY g F j -W
TO THE MULLION,WINDOWS MUST BE APPROVED UNDER SEPARATE PRODUCT APPROVAL. N w y
7.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. �w $
uj
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, to 1 lEgg
INC.AND MUST BE MADE OF VINYL PVC.FIXED WINDOW SHOWN;OTHER WINDOW TYPES �j flp
APPROVED. R It
, 8.DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
9.TWIN CONFIGURATION SHOWN.UNITS MAY MULLED TOGETHER INDEFINITELY IF THE
SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED,AND MULLION IS INSTALLATION ANCHOR DETAIL 8
ANCHORED AS SHOWN IN THIS INSTALLATION DRAWING. 8 EACH(TYP.)
10. MULLION VERTICAL INSTALLATION SHOWN.MULLION MAYBE USED IN HORIZONTAL
APPLICATIONS IF DIMENSIONS SHOWN ARE NOT EXCEEDED AND MULLION IS ANCHORED SERIES TECH 5000 IMPACT MULLION
ACCORDING TO THIS INSTALLATION INSTRUCTION.
SEE NOTES 7&10 FOR APPROVED CONFIGURATIONS
EXTERIOR ELEVATION
(SEE INSTALLATION NOTE 3 ON SHEET 2) Robert J.Amoroso•P.E.
Florida P.E.No.49752
PERFORMANCE RATING
_ TABLE OF CONTENTS
MAXIMUM WINDOW DESIGN
UNIT SIZE MULLION ORIENTATION PRESSURE IMPACT RATING (SEE GENERAL NOTE 5) SHEET SHEET DESCRIPTION
(PSF) 1 ELEVATION AND GENERAL NOTES
53"X 72" VERTICAL(SHOWN)-i 2 CROSS SECTIONS,BOM AND INSTALLATION DETAILS
0+/-70 LARGE MISSILE IMPACT;HVHZ
72"X 53" HORIZONTAL(NOTE 10) WIND ZONE 4,MISSILE LEVEL D;NON-HVHZ 3 COMPONENTS
as m
PARTS LIST
NO. PART NUMBER DESCRIPTION CONCRETE/MASONRY BY OTHERS o
1 A118-02PO78 4" ALUMINUM MULLION (SEE NOTE 5) 2-1/4"MIN. SHEATHING BY CD
OTHERS
2 A116-02MO78 MULLION CONNECTOR (CLIP) ° a < - �— EDGE
�
°. DISTANCE WOOD FRAMING at
3 MULLION CAP ° e < BY OTHERS V y
o ° w w
a a a 5/8"MIN.EDGE p
ii °• °. Da a ° ~� DISTANCE w
if
a �
p #8 SMS SELF-TAPPING 3/16" ITW
SCREW (SEE INSTALLATION TAPCON 1-1/2"MIN. #8 WOOD
NOTE 3) EMB. SCREW EMB. N co o
�Q �=J o
2 1X BUCK
1 BY OTHERS zZ
(OPTIONAL) 1 } 0z0 0 "
SECTION C-C S2
DETAIL A DETAIL A ai=
FIXED WINDOW FRAME SHOWN a Qa�z z
WOOD FRAMING CONCRETEIMASONRY FRAMING J Q
FOR REFERENCE(SEE GENERAL - �..� if
NOTE 7 ON SHEET 1) TOP CLIP INSTALLATION TOP CLIP INSTALLATION 0
} w�ZQ o a
(SEE NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2) Z ca 7 M o_
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W J F=f/J RFt
INSTALLATION NOTES: 1 2 1 2 a wU
1.FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR(4)3/16"ITW �cn
TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2"MINIMUM #8 WOOD tn(n "
EMBEDMENT INTO SUBSTRATE WITH 2-1/4"MINIMUM EDGE DISTANCE. SCREW 1-3/8"MIN. 0ge
1-1/2"MIN.
LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS.USE CLIP'S DIAGONAL 3/16" ITW EMB EMB. p
HOLES TO INSTALL TAPCONS. TAPCON t o
>E
2.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT(8)#8 WOOD '° a 4'
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT
INTO SUBSTRATE.LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. °
3.FOR AT WINDOW UNITS TO MULLION USE MINIMUM#8 SMS ° n 2-1/4"MIN. 5/8"MIN.EDGE A WOOD
OOD
FRAMING BY
SELF-TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EDGE DISTANCE OTHERS
EMBEDMENT OF THREE THREADS PAST MULLION WALL.LOCATE SCREWS AS DISTANCE
SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM.
3.1. SEE NOTE 4 FOR ADDITIONAL REQUIREMENTS. CONCRETE/MASONRY BY"OTHERS SHEATHING BY
(SEE NOTE 5) OTHERS Robert JP.F uw,P.E.
4.FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED F[Ddda P.E No.4e752
INSTALLATION INSTRUCTIONS. DETAIL B DETAIL B
4.1. IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS FRAMING CONCRETE/MA FRAMING
TOP CLIP INSTALLATION TOP CLIP INSTALL WOOD ATION
GREATER IN DIAMETER/SIZE THAN#8 OR ANCHOR SPACING SMALLER (SEE NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2)
THAN THAT SHOWN IN SHEET 1 ELEVATION,APPROVED INSTALLATION
INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS.
5.FOR VERTICAL MULLION INSTALLATIONS,HEAD AND SILL SUBSTRATES WILL
GENERALLY BE CONCRETE HEADER OR FOOTERS/PRE-CAST SILLS,ETC.FOR
HORIZONTAL MULLION INSTALLATIONS,JAMB SUBSTRATES CAN BE EITHER
CONCRETE OR MASONRY(CMU).
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o& REGENCY PLUS,INC.
a' 2000 LOCUST GAP HIGHWAY ER #417-0906
p MT.CARMEL PA 17851
o 5 SERIES TECH 5000 IMPACT MULLION SYSTEM
>o COMPONENTS
a,� R7EPMED SI: DRAWN BY: DATE:
RJA 1/4118
SGLE; DRAWING ND: UE 114/7B RJA
N.T.S. RPLS0057
REV. A3 OF 3N DATE EY
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