HomeMy WebLinkAboutProduct Approval (4) _ _T
MIAMI-DADE MIAMI—DADE COUNTY
e PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC'RESOURCES_ Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION D SION ft01;%V r-0 T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE I NOA), www.miamidade.gyov/buildina
Regency Plus,Inc. JUIN ri
2000 Locust Gap Highway
Mount Carmel,PA 17851 ST. Lucie County, Permitting
COPE:
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,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"5205"Outswing White PVC Casement Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series Tech 5205 Vinyl OS Casement
Window-L.M.I.",sheets 1 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.,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 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
LUthe 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
LL 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 and renews NOA No. 18-0911.06 and consists of this page 1 and evidence pages E-1,
E-2,E-3 and E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMFOADE COUNTY NOA No.20-0506.03
Expiration Date: May 06,2025
Approval Date: June 04,2020
5/28/20 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.Amoruso,P.E.
(Submitted under 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 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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'"
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).
Manuel Perez,--P.E'.
Product Control Ex r
NOA No.20- 506.0
Expiration Date: May 0 , 5
Approval Date: June 04,2020
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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. 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. Statement letter of conformance,complying with FBC 611 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 II 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.
(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)
4. 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.
(Submitted under NOA No. 18-0911.06)
5. 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.
(Submitted under NOA No. 18-0911.06)
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. This is a one year approval, subjected to successful verification test.
Manuel Perez,P.
Product Control Exa r
NOA No.20- 06.03'
Expiration Date: May 06, 5
Approval Date: June 04,2020
E-2
Re2ency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 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 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of series 5405 horizontal
sliding vinyl window,prepared by National Certified Testing Laboratories,Test Report
No.NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A.Reed,P.E.
2. 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 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.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 09/03/15 and updated to the FBC 61h Edition (2017)with
revision 1 dated 04/29/20, prepared by PTC Product Design Group,LLC, signed and
sealed by Robert J.Amoruso,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
Manuel Perez,P.E.
Product Control Exa n
NOA 1,40.
20-0 06.03
Expiration Date: May 06, 5
Approval Date: June 04,2020
E-3
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. 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 05/09/19,
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.
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 611 Edition (2017), and of no
financial interest, dated April 30, 2020, prepared by PTC Product Design Group,
LLC, signed and sealed by Robert J.Amoruso,P.E.
2. Proposal No. 19-0312 issued to Regency Plus,Inc.by the Product Control Section,
dated May 15, 2019, signed by Manuel Perez, P.E.
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.
3. This is a one year approval, subjected to successful verification test.
Manuel Perez,P E:
..n
Product Control Ex r
NOA No.20- 06.0 <.
Expiration Date: May 06, 5
Approval Date: June 04,2020
E-4
REGENCY PLUS, INC.
SERIES TECH 5205 VINYL OUTSWING CASEMENT WINDOW
LARGE..MISSILE .IMPACT �� F0
O y
NOTES:__..._-.e.._._._......___......_._.__...._�....._..-_...
TALLATION ANCHOR_ . . ..S .. .. .�a_ .."...z. Q.�_ '.:..v..m
AGE_ ETA►IL .-:_.___
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF HE 6th EDITION 2017 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVHZ. �W
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETEIMASONRY OPENING IS Y
THERESPONSIBILITYOFTHE ARCHITECT ORENGINEER OFRECORD. - - -
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHOR$WILL PASS THROUGH WINDOW.FRAME AND 1X BUCK INTO CONCRETElMASONRY SUBSTRATE WHEN'USED,IX 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 MUSTSESEPARATED WITH APPROVED .COATING OR
.a r
MEMBRANE G
SELECTION OF COATING MEMBRANE IS HQ86
E RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OFRECORD. - � - � - � .v w a
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203..SEETEST REPORT NO.NL-110.22725.1,DATED 211420 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA"SIGNED AND SEALED BY JOSEPH :
CTa
A REED,FLORIDA P.E. 0 � ..
5. MATERIAL: `
51. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA INC.PER CURRENT MIAMI-DADE NOA Q F
5.2. - REINFORCEMENT: - _, - . - . •'�,�Z
5.2.1. GALVANIZED STEEL TUBE(0.935"x 0.73"X 0.050"THICK,Fy=30.50 ksi&Fu-=37.568.7 ksQ-,SASH PERIMETER'. a 0'�w N'
&2 2. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-,FRAME PERIMETER - .N_ to
5.3." LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER13Y KUR MY AMERICA,INC.PER CURRENT MIAMI-DARE NOA. :3 a w ca z
6. GLAZING:. . Y Flu 00
&1. GLAZING DETAIL AS TESTED: U OJ ate'�Z '
6.1.1. OVERALL:710"NOMINAL INSULATING LAMINATED GLASS. W V It R
6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO HE INTERIOR AND(1)LITE-OF LAMINATED GLASS TO THE EXTERIOR W 0.
61.3. LAMINATED LITE:(2)LITES OF 1/8•NOMINAL ANNEALED GLASS SEPARATED BY A 0.090`TROSIFOL INTERLAYER BY KURARAY AMERICA,.INC. C o N, a Bm
6 1A. SPACER TYPESIZE:7/16`NOMINAL CARDINALXL EDGE STAINLESS:'STEEL SPACER(TYP.E SSD). - - z
6:1.5.. GLAZING SYSTEM:INTERIOR GLAZED WITH(Z}LEAF DUAL DUROMETER AND SIKA FLEX-5521 BACKBEDDING WITH A SNAP-IN(2)-LEAFDUALRIGID VINYL GLAZING BEAD. N
6.2. ALL SETTING BLOCKS AND.GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT-EDITION'OFTHE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A70 TO 90 SHORE A DUROMETER.GASKET U 10E
MATERIALS SHALL BE EDPM NTH'A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE - - tw- o S
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. co
w ��Edy
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ, w v D;m
U) a o
S. 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 1/4". o R LL
...' -
9. FOR ANCHORING INTO CONCRETE/MASONRY..USE 114"HEX HEAD TAPCONS F -
- - -- ENTINTOL
MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS ASSHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENTANCHORSREQUIRED.ANCHOR LOCATIONS HAVE+/--1"TOLERANCE. RobW J.AMMS.P.E
.C NS WIH.SU FICIENT LENGTH TO ACHIEVE A 1 12.MINIMUM EMBEDMENTINTOCONCRETE WITH 1 12 MINIMUM EDGE DISTANCE AND 1 MINIMUM EMBEDM
Flbdda P.E.No.'49752
OR 2X BUCK USE ONE OF THE FOLLOWING:
NG
10.0.1FOR#12ANPANHEADWOOD SCREWSI(WS)WI HSUFFICIEN LE GTHT ACHIEVEAI.3B"MINIMUM'EMBEDMENT-INTOSUBSTRATEWIH7/8"MINIMUM EDGE'DISTANCE'ANDMINIMUM ANCHORTO-ANCHORSPACINGOF2"ONCENTER "-,l ---'- gkMES1-4-4i�`
LOCATE ANCHORS AS SHOWN IN ELEVAT16NS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. - ����Q�,••- ��D
102. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1112-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER ;�,\C ENg�.,.9G.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS.AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE TC�t• No 49752
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN ORHEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3.THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM �� C
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2-ON CENTER LOCATE ANCHORS AS'SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. :a z
12 'ALLFASTENERSTQBE_CORROSIONIRESISTANT;OR.HAVEA-CORROSION RESISTANT,COATING_�` _. SCAT_ .��4_...
E Af
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET DESCRIPTION 4�SoN.... ,,...
""`INSTALLATION'INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES VNTH STRENGTHS LESS THAN HE 1 NOTES �4�41111atif1�
MINIMUM.STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 2 ELEVATION&ANCHOR LOCATION
13.2. CONCRETE-MINIMUM COMPRESSIVE.STRENGTHOF 2500 PSI -
13.3. MASONRY-STRENGTH CONFORMANCE TOASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 3 -'VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI I Fu=45 KSI OR ALUMINUM 6063-T5 0.04&THICK MINIMUM. PRODUCT REVISED
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 4 VERTICALSECTIONS-METALSUBSTRATESpilo
ge o withtlwFlorlaa
mid
5 HORIZONTAL SECTIONS-CONCRETE/MASONRY,WOOD&METAL SUBSTRATES Noa-No. 20.0506.03
I-O..Dat.- 510612025
6 COMPONENTS AND FRAME CONSTRUCTION
Dy: Clssttt�
7 BILL OF MATERIALS Mi.m a"Pma. t..I
36"MAX. _ m
m. C
.FRAME WIDTH34 o
e
"MAX. SNUBBERS LOCATED 28"
u
SASH WIDTH
4-AND 174 FROM EACH4„ MAX.TYP.'j
END AND o LL
CORRESPONDSDAN OF w 3 0- r r a:
A A EWITH .MAX TYP. _" s
a..
3 4 HINGES ON THE HINGE g w
JAMB
5 5 I I.
68" 66 I c
s1 11 I L LL
MAX. MAX. 5 o
FRAME VENT I I I M 5 MAX. I I I I o a N
D Deo I I I I Zj a
HEIGHT. EIGHT 5 I 5 HEIGHT
a:6wo
6
z
II II
II II II Li a�W009,19 10
J
II II MAX TYP. II II �03ZZ J„E.
a
II I Il'° • II' �� Qg��
1'I II II II
= ---------- =-- n m
_
.. _____—__—__—__—_ V)
n
LOCK CENTERLINE LOCATED I = OPERATOR LOCATED`11" 4 3
9"FROM JAMB(TYP.) (�—" FROM JAMB'(T P.) T RoWna.A n ,RE
MAX.TYP Flwlda P.E Na 49752
AAA
_._:._.__ ..._,µ...ms_.„.._,...>._..._......__ .__ .._._...».-_,._.,.,...,_...,._.w_.
• 0�auaruriee
3 4 SERIES TECH 5205 VINYL OUTSWING
CASEMENT WINDOW �°• No 49752
EXTERIOR VIEW-ANCHORAGE •
29"'MAX
9' S ATC OF
HEAD'AND'SILL='ANCHORAGETHE`SAME.'-_== '—:'-.` R
` i < O.•'
�s VINYL _ 2. JAMB ANCHORAGE SAME, ii�FSs
SERIES TECH 5205 1
~ OUTISWI NG CASEMENT WINDOW '1"TOLERANCE ON-ANCHOR OCATION:"---.."._
3.1. TAPCON MINIMUM SPACING IS 4"OC.
EXTERIOR VIEW 3.2. WOOD AND TAPPING SCREW MINIMUM
SPACING IS 2"OC.
PRODUCT REVISED
ESIGN PRESSURE RATING(PSF) IMPACT RATI ...—p od'"Itheh.Fbtld.
BUln
NOTES: Noa-Na_ 20-0506.03
LARGE 1. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.25"X 66.313"(34-1/4"X 66-5/16") Iren..o.ea• sio6no2s
+55.0/-55.0 IMPACT MISSILE 2. DAYLIGHT OPENING.(DLO)SIZE:29.38"X 61.313" (29-3/8"X 61-5/16") 0r
Mlam ade ProduetTo d•ol
3. N0 WEEP HOLES EMPLOYED
PROPERLY SECURED IX #12 OR #14 WOOD SCREW 42 PROPERLY SECURED IX
WOOD BUCK BY OTHERS %1N
ITW TAPCON
LLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS a m
(SEE NOTE 3,SHT. 1) (SEE NOTE 2, SHT. 1) o
WOOD BUCK PROTECTION BY 1 i/2" MIN` #14 WS: 1" IN. EDGE DIST. o v m
EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD w
OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS
vd vSHEATHING (SEE NOTE 2..'SHT. 1)CONCRETE BY OTHERS. BY OTHERS v 'a gym` o
(SEE NOTE 2. SHT. 1) v v, rc '. 1.1/2" MIN: wwvo v EMBEDMENT U, 3:S m r
EXTERIOR FINISH #14 WS I 1/MIN EMBEDMENT a- ZLL8 n< -
M _ .__.w- .__ ...._ d._h.
se -•.n.._ _ ._ .... ,....__.�.......__..� ........__BY_OTHERS __�-. --- .._. .
a .t t• .; #12 WS:�1 /8" MIN. EMBEDMENT " w o,w _
y r1?' ( SHIM SPACE Vit.. i
1/4" MAX.
EXTERIOR FINISH I Z
BY OTHERS -TSHIM SPACE Y
PERIMETER CAULK
BY OTHERS 1 PERIMETER CAULK y
BY OTHERS m
17 m
2 4 17 0 ❑ D Q m W ;
c) a
13 D ' 2 �D 4 ¢ Fp
6 13 7 =m w
EXTERIORzwAwm y
14 5 6 w+=¢qw zU z J'
a. w s
SEE GLAZING 3 14 5 > W O O
WINDOW EXTERIOR DETAIL 1,
INTERIOR i j z
SEG ING 111IEBl4B 3 WINDOW d� O
HEIGHT
14 SHEET 4 3 SHEET 4 HEIGHT w Oo >z 12
c"
13 5 14
15 w
'I 4 13 I 4 pCO
CO
ANCHOR-TO-SUBSTRATE 1 06
6 EDGE DISTANCES ARE 6 P9 p �� w
2 TYPICAL AND w w K
7 MEASURED.TO BOTH 2 7 N> S^LL
17 j SIDES OF SUBSTRATE 17 �o 0 t 19 25 a
o a -
29 19 25 29USED AS. Robe t J.-A n. rs6.P.E
3 Florida RE Na 49752'.
1USED AS 1 FRAME SILL
3 REINFORCEMENT puuer
_FRAME SILL-_ ___._.,_...____._.__._ .
_.._._,...._._._....-PERIMETER-CAULK-..---.___..,._ _ _. _ W._.Y_� _ -.. ..__..•__._...w___... .- _-_ ., ., _ .. _ _ ___`��A ♦q°
SNMES
BY OTHERS SHIM SPACE REINFORCEMENT SHIM SPACE ����QQ,�•�CENS�Dp
PERIMETER CAULK 0 v F•'•G
0• :tP
EXTERIOR FINISH BY OTHERS--' t- �- Q: No 49'752
BY OTHERS r 7 {
CONCRETE BY OTHERS e 1 1/2 MIN.
SEE NOTE 2 SHT 1 ` 14 W5 1 1 2 MIN EMBEDMENT Vit!,"gTATE E�.-,•
..EMBEDMENT—.-... -# /
_ -#12 WS 1 3/8EMBEDMENT-
—EXTERIOR P ;4 ,
FINISH
Q. a BY OTHERS
__.
WOOD BUCK BYOT ��QiFss/OR}6NG`�_.._
PROPERLY_SECURED
HERS I I 1 SHEATHING
(SEE NOTE 3, SHT. 1) EDGE DIST. BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON 43 (SEE NOTE 2,.SHT. 1)
BY OTHERS SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1` MIN. EDGE DISK
( PROPERLY SECURED 1X PRODUCT REVISED
#1.2 WS: 7/8" MIN. EDGE DIST.
SHEET 1) WOOD BUCK BY OTHERS B�liahea wnn tho Florida
#f2 OR #14 WOOD SCREW 42 (SEE NOTE 2, SHT. 1) MOA-Ra. 20-0506.03
VERTICAL SECTION INSTALLATION'ANCHOR 1-HI s/o61
Qzo2s
A CONCRETE SUBSTRATE - ey 6'✓
A VERTICAL SECTION WOOD SUBSTRATE Mt,m ,a.Proao trot
Q Q
INSTALLATION NOTES: O:
1; APPROVED.INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: Lo
1.1. WOOD FRAMING, .
1.2. STEEL STUD FRAMING,
1.3. ALUMINUM FRAMING.AND.
#14 SHEET METAL 44 1.4. CONCRETE ANWOR MASONRY.
SCREW/SELF—DRIWNG SCREW BYO SUBSTRATE 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK METAL FRAMING AND CONCRETE/MASONRY OPENING TO BEDESIGNED AND ANCHORED TO
INSTALLATION ANCHOR, METALOTHERS TRANSFER ALL LOADSTO STRUCTURE FRAMING AND CONCRETEMASONRY OPENING IS THE RESPONSIBILITY OF THE •r go mLL
PROPERLY REN
v
, ARCHITECT OR ENGINEER OF RECORD."
U`
O -
(SEE NOTE 2, SHIT. 1) a lx aucx OVER co rn^ K
EXTERIOR'FINISH O 3w m
. .< NCRETEMASONRY IS OPT10NAL YMEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASSTHROUGH WINDOW FRAME r$
8Y–OTHERS .__ _.AND-IX eH a I
—3/4'–MIN."-" $-THREAM M114-
EDGE
IN BUCKINTO'CONCRETEMASONRY SUBSTRATE MiENUSED;iXBUCK6'bt1ACL"�E DESIGNED'ANOANCHOREOTO PROPERLY O 0 a
' EDGE DIST. EMBEDMENT BEYOND TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS
t SII MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY.OFTHE 2
• (TYP.) I INTERIOR WALL ARCHITECT OR ENGINEER OF RECORD.
+j*F I 1:/47 MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH;LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116'OR,GREATER OCCURS. Y
SHIM SPACE 'MAXIMUM ALLOWABLE SHIM STACKTO BE114'. ,
S. •FOR ANCHORING INTO CONCRETEIMABONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT.LENGTH TO ACHIEVE A 112'MINIMUM
EMBEDMENT INTO CONCRETE WITH 112'MINIMUM EDGE DISTANCE AND 1•MINIMUM EMBEDMENT INTO MASONRY WITH 7 MINIMUM EDGE
-_... -. .
DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.0 MINI MUM SPACING BETWEEN ADJACENT ANCHORS o o'er
PERIMETER CAULK a REQUIRED.ANCHOR LOCATIONS HAVE rA VTOLERANCE �-
BY'OTHERS o `a o
6.. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCKUSE ONE OF THE FOLLOWING: �itA oa e
1 6.1. 1112 PAN HEAD WOOD SCREWS(WS)N%M SUFFICIENT LENGTH TO ACHIEVE A 13W MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718' ow
0 MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO•ANCHOR SPACING OF r ON CENTER LOCATE ANCHORS AS SHOWN IN ZQ g o.
17 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE Al TOLERANCE K a
,,,.,C� 62. 914 PAN HEAD WOOD SCREWS MIS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12`MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1• } �y
MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 70N CENTER LOCATE ANCHORS AS SHOWN IN Q 1—m
4 ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCATIONS HAVE+A 1•TOLERANCE,- V.�N W.7
D
2 - - 7. FORA?CHORING INTO METAL STRUCTURE USES 14 PAN.OR HEX HEAD SHEET METAL OR SELF DRIWNG SCREWSM&H SUFFICIENT LENGTH � ?��W"•1'.m -vJ �
7 TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIORWALL WITH 314'MINIMUM EDGE DISTANCE AND MINIMUM fA=.'U1¢aC? ~
13 ANCHOR-TO-ANCHOR SPACING OFZONCENTERLOCATE ANCHORS ASSHOWN INELEVATIONS AND INSTALLATION DETAILS.ANCHOR D.a¢w z z
EXTERIOR I 6 LOCATIONS HAVE 4A t"TOLERANCE. (L w��
5 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. I](D OZ a., �e
14 EE GLAZINGB: PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDlOR SPECIFIED INACCORDANCE WITH ASTM Ex112 UO OF ON E
F_XTERIOR. DETAIL 1, .: w:-� 50 a&
SHEET 4 WINDOW ANCHOR-TO-SUBSTRATE o c U) gg
14 INTERIOR 3 HEIGHT EDGE DISTANCES ARE
13 MEASURTYPIEDLAND
TO BOTH 7/8 O.A. LAMINATED GLASS CONSISTING a w1U- 1 ®
5 SIDES OF. SUBSTRATE OF: EXTERIOR LAMINATED GLASS - (2)
15 NOMINAL 1/8"ANNEALED GLASS W/ >
4IX
0.090"'KURARAY AMERICA INC:TROSIFOL � >
, 7/16' AIRSPACE W/ y
INTERLAYER
STAINLESS STEEL SPACER (TYPE SS-D), a LL
6
2 INTERIOR 1/8'TEMPERED GLASS _
17 Robert J.Amoroso,P.E_
. ..LfoL� .. 13 Florida P.E.No.48752
29 19 25 2 ��iugliee
_ _�4RI R
1 3 USED AS ```n�q� .GENg
FRAME SILL
/ 0 V F'•G
PERIMETER CAULK 13
BY OTHERS REINFORCEMENT c : ND 49752 mr3
r. 1/2" GLASS
BITE f 7J
�
E STflT
1/4" MAX '�x'a�OR1nP 1�1.
3/4"
G E•-DIST: �m..—. _ ...SHIM_SPACE _, .. _ ..16. ...._ _.. .. _ . . _. ._, M. ?aeSSl{.. .....� E
EXTERIOR FINISH �` TYP• 3 THREADS MIN. 13 rsrllIao a
BY OTHERS EMBEDMENT BEYOND _
INTERIOR WALL
#14 SHEET METAL METAL SUBSTRATE PRODUCT REVISED
SCREW/SELF-DRILLING SCREW GLAZING DETAIL I y�ng
44 BY OTHERS eunding 6odewltn LM Fl.rld.
INSTALLATION ANCHOR (SEE NOTE 2, SHT. 1) NOA-No 20-OSO6.03
E. Ir.U".D.L.• 6106/2025
A VERTICAL SECTIONBr.
METAL SUBSTRATE
Ml.m Edo Produett ero1
1/4' MAX. USED AS
2X WOOD FRAME JAMB H
SHIM SPACE 1/4" MAX. SHIM SPACE—
(SEEm � �
FRAME BY OTHERS REINFORCEMEN
NOTE 2, SHT. 1) SHIM AS REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE
3 1 31 INTERIOR 1" MIN. EMBEDMENT - MASONRY
#14 WS: 1 1/2" MIN. EMBEDMENT 19 7 6 4 5, 13 4 6 7 10: 1B =
43 1 " ITW TAP,CON INSTALLATION ANCHOR
#12 WS: 1 3/8 MIN. EMBEDMENT 3 13 5 4
/
#12 OR X14 WOOD SCREWq2 0 ,Q- V. 1 1/2"" }�IN.'EDGEDISTANCE-= CONC:_--"`"-`"'•'•`"�'"` n u9�aw "�
INSTALLATION ANCHOR A a
2" MIN. EDGE DISTANCE -,MASONRY
rc
13
#14 WS: 1" MIN. EDGE DIST. ° - V V�'�BY OTHERSCONCRETE OR,MASONRY w
#12 WS: 7/8" MIN. EDGE DIST_ ao oo V •Q (SEE NOTE'2, SHT. 1)
S INGV PROPERLY SECURED 1X'
PROPERLY SECURED IX--"' DETAIL 1, WOOD BUCK BY OTHERS
WOOD BUCK BY OTHERS ;;;} `c;;,aj•„': SHEET 4 14 13 2 r A (SEE NOTE 3. SHT. 1) pN
u
(SEE NOTE 2, SHT. 1) 17 WOOD BUCK PROTECTION BY z
SHEATHING 17 2 13 14 1x t. -a OTHERS (SEE NOTE 3, SHEET 1)
BY OTHERS "d
o .�W p.
EXTERIOR FINISH PERIMETER CAULK PERIMETER EXTERIOR FINISH, ”° -�Wo m �'
CAULK BY OTHERS y x¢W3 z
BY OTHERS BY OTHERS BY OTHERS a as J v� H "
}Fwozo
HORIZONTAL SECTION' z 5 a r° lz
B QjNTAL•SECTION w o 4 z 4
wOODFRAMP.SUBSTRATS ANCHOR-TO-SUBSTRATE _ v- o�EDGE,DISTANCES ARE° CRETE/NIASONRY w F>� :1
TYPICAL AND SUBSTRATE D o o w
MEASURED TO BOTH N u3o
1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE Voits
INTERIOR SHIM,AS REQUIRE
wF a
3 13 5 4 6 7 10 1 ww �> pw
X14 SHEET METAL ww
44 SCREW/SELF-DRILLING SCREW w� S
INSTALLATION ANCHOR = $
Robed J.Amoroso,P.E.
0 3/4" MIN. Flodda P.F No.49752,
EDGE DIST (TYP) ��°INNES A4�
_..._ _.. _.. r
e
� � o��, �� -N SF•.9Gs
3-THREADS MIN. c' Wpi"'k,=
«9752 %0
SEE GLAZING oo EMBEDMENT BEYOND INTERIOR WALL C �•SEfDE AIL 4 METAL SUBSTRATE BY OTHERS 0 OF •ice -
_ �. (SEE NOTE 2 ,SHT 1) .
0.
O R 1•�G,,ati `�
17
' °'OL§885i86:G224
14 13 2 EXTERIOR'FINISH
PERIMETER CAULK BY OTHERS PRODUCT REVISED
BY OTHERS Bu1101ng tv:gewNh the FbrMa
NOA-N. 20-0506.03
HOB
RIZONTAL SECTION tratian Date• 5106 2025
y.
u METALSUBSTRATB MI"mT;pad.Producit'Ca trot
N FRAME SASH
SAS H
ENT
RAM
O OA85" TYP. WALL THICKNESS O 0.080"F1YPE WALL THICKNESS O 0.070' SCREEN
0 O 0 045 JYPME 17 0.05" TYP.FWALLTHICKNESS
m
WALL THICKNESS WALL THICKNESS GALVANIZED a
m,.
a; a
3.250 2'.459
0.552
0.720 0.750 0.935 ` , o :m
1 LL s
0.779'OOrN
❑ ..
383 W
II(��1II
rum,
1 5�
2.527 0.628® LSaLnJ 2.424 1.031' 0:730 _ a W W
1.413 0:777 0.354 �--
1.496 _ T� � � Y
1.412 0.311
0.510 o o
3z O moo. 0
O.0
V=muj
• 0!; 20
W U,
IL0-J
}'9 2 O W u rc
WELDED MITERED W o �;Q J E�
CORNER CONSTRUCTION W,o~'�
w
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LLI
W �m
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-'RobeRJ.Ammuso,P.E
Florida P.E.No.49752
u
M
�.`0�. ��GEIVSF,.,PG�n
Q-1 No 49752
STIXT
IDI
ORN
nuc 11
MASTER FRAME
PRODUCT REVISED
,Bulldinyl with the.Flodda
CONSTRUCTION NDA No. 20-0506.03
4a0on Dato• 5/0 612 0 2 5
(SASH FRAME SIMILAR) Br,
Mlnm ade P-d. bvl
Series Tech.5205 Impact Casement/Bill of Material 2
Item No. Description jPartNumbers [supplier I Material Q
Frame Com onents
a v
1 MasterFrame IV White 1083/7783 Ene i/Ro al White PVC 2 n
2 ISash Frame(Operating Sash IV White 1084/7734 Ene i/Ro al' White PVC 2 o� :F
3 Glazing Bead Sto O eratin Sash IV White 1 080 1 7753 . , Ene i/Royal. White PVC 2)
Screen Com onents
4------SingleLeg rame New White---•--;---•------------ 06516NEW192--------Shapes—Unlimited-- Aluminum-----"-
5 Fiberglass Screen Cloth Charcoal Y 36"x 600' 3000020 Phifer Fiberglass 5 m
6 Screen Spline H 1 EX•FLX-Q165-BK Imperial Plastic USA
7 Aluminum Comer.Ke s CK252X260 Hygrade Metals Aluminum y
10 Screen Clip Clear 8794352 Ashland Hardware
11 30PP1248P50-9/16X1318 X 3 Foam Block W0511022 Lindenme r
12 Accessory Parts Installation Translucent I024VIX0150010C2, INova and Silicones 1
_ J
Glazing o o
13 We Glaze(Operating Sash 652'SikaflexBlack Sika US o "s:a.
14 Operating Sash E366 2.7mm 10.90 PVB Interlayer IG Hurricane Laminate Impact Cardinal Kuraray America,Inc.Trosifol PVB Z
15 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer >_ z
16 ENDUR'tG with XL Edge$S Spacer(SS-D TYPE - Cardinal Stainless Steel c.3!—w
Reinforcement,Hardware and Hardware Fasteners not"all com onents ID'ed in section Views z w a- m �'
17 Sash Frame Reinforcement(Operating Sash ST 888-168-0.062 H rade Metals 050"Galv. 1 m=a m'�m o z
M!0 0.Uw ,
18 Sash Lifter 22648 Amesbury!Truth
riw 0M
19 EncoreAwning Operator 51.11.00.211 Amesbury/Truth am.2-i�
20 HGE CSM UL AssemblyEgress 14.12.00.230 Amesbury/Truth w <�o
21 EncoreKeeperLH 32627.93Amesbu lrruth LU, . _ �SA 'P
J
22, Encore LH Stud Bracket 14690.93 Amesburyrrrutti o�N m e LL$e
_ 23 Encore Tie Bar Guide 33705 Amesbu 1Tnith` N x ®*
24 Encore Multi-Point Lock I Short/Gasket 24.30.32.004 Amesbury/Truth IS;
s
25 Encore Folding Handle ... 12616.32 AmesburylTruth w $ U
26 Encore Operator White Gasket 32658 Amesbury/Truth o � m
27 Encore Support Plate 23822 ' Amesbury/Truth w a$�LL
28 OperatorSpacer 21544 Amesbury./Truth a
29 Track,O erator14.5Im act 32384.93 Amesbu !Truth ,
30 MP.Tie Bar Guide 145.90.92.00.110 Amesbury lrruth Robert J.Amomso,P.F-
RoOda RE No.49752
31 Snubber Interlock 22999.92 Amesbury!Truth ,0pWrruie,h
__.0
1111 `,,�� SNMES.4 1
33_-- --�--#8x518"TeksSnubber TappingMachine,/Lock-Handle..-•..-__ _..._ `" 120934 2 __.- GLF Corporation
-- _��-__,. _ .__ _ __._.. -_ __ .� �O�G� -_-
34 #8 x 518"Tek/Stud Bracket 120934 GLF Corporation No 49752
35 #8'x 518"Tek I Sash Hine 120934 GLF Corporation *:
36 #6 x 5/8"Tek I Sash Rebar H 117595 GLF Corporation` o
p' SV.,
37 #6 x 518"Tek/Sash Rebar 117595 GLF Ca oration p
_ •iv _.
TE
38` ------#"8"x i"`Tek'/FlafHead SS Tietiar�Guiiie-�`-.: � - .---_ � � _� 199977
39 #8 x 112"Pan Head I Kee er Screws 120145 GLF Corporation Esc S7 ti�
40 #10 x 1"FLT Sharp Point/Operator Screws 1127318 GLF Corporation ���lrnrrtesH9
41 1#5 x 318"Tek/Screen Clips White 1116506 GLF Corporation
Installation Fasteners
42 #120R#14 WOOD SCREW on nla Steel PRODUCT REVISED
43 114"ADVANCED THREADFORM TAPCON I nla ITW Steel nid'qe �Wlth en.Florida
44 1#14 SHEET METAL OR SELF-DRILLING SCREW nla nla Steel NGA-N.. 20-0506.03
E.kraO."me. 5/06/2025
(1)Hygrade MetalsSpedftcation:AIS11005 to 1030,CSType A and B,30 ksi to SOW Yield Strength,G40 Galvanized er 'W i<
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENTMIAMI•DADE NOTICE OF ACCEPTANCE(NOA). Ml. ad.Pr.do• -aoi