HomeMy WebLinkAboutProduct Approval (2) RECEIVED
File COPY DEC 2 2 2020
Permitting Department
VASt. Lucie 1C�t�amirrr
MIAMI-DADE R Y1 �/� p n MIAMI—DADE COUNTY
CODE COIYsPL'lyqO CT CONTROL SECTION
S'1 u C I E C O U 2 1805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC O R )/-a G� Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION C TT
6)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/building
Regency Plus,Inc.'
2000 Locust Gap Highway
Mount 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 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 Velocily Hurricane Zone.
ESCRIPTION: Series 115305 Tilt" White PVC Double Hung Window-K=M-I
PPROVAL DOCUMENT: Drawing No. RPLS0064, titled"Series 5305 Tilt Double Hung Impact Vinyl
Window",sheets 1 through 10 of 10,dated 01/12/09,with revision K dated 04/29/20,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
ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,
and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 18-0918.04 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.
NOA No.20-0512.01
MtAMI OADE G{3UN1Y Expiration Date: May 06,2025
Approval Date: June 04,2020
T5/27/20 Page 1
i
i r`
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. 09-0122.05)
2. Drawing No.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",
sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by
PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
(Submitted under NOA No. 18-012Z11)
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 5305 tilt double hung
vinyl window, prepared by National Certified Testing Laboratories, Test Report No.
NCTL-110-11422-2,dated 10/02/08,with revision dated 01/08/09,and addendum letter
dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 09-0122.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 06/01/15 with revision dated 09/01/15,prepared by PTC Product
Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E.
(Submitted under NOA No. 15-0618.02)
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 m r
NOA No.20-0 12.0
Expiration Date: May 06, 25
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. 16-0712.03, issued to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 08/10/17, expiring on 02/28/18.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6"Edition (2017), dated January
8, 2018,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.
Amoruso, P.E.
(Submitted under NOA No. 18-0122.14)
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)
3. 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. 18-0122.14)
4. 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. 08-1118.10)
G. OTHERS
1. Notice of Acceptance No. 18-0122.11, issued to Regency Plus,Inc. for their Series
"5305 Tilt"White PVC Double Hung Window—L.M.I., approved on 03/08/15 and
expiring on 05/06/19.
Manuel Perez,P.E.
Product Control Exm r
NOA No.20- 50 12.0
Expiration Date: May 0 , 25
Approval Date: June 04,2020
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets 1 through 10 of 10, dated 01/12/09,with revision K dated 04/29/20,
prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.
Amoruso,P.E.
t
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 51
Edition (2014), dated 06/01/15 with revision dated 09/01/15, and 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 r
NOA No.20-0 12.0
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 07/09/24.
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 03/09/19,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 6tn 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. 18-0918.04, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window—L.M.I., approved on 10/11/18 and
expiring on 05/06/20.
2. This is a one-year approval, subjected to successful verification test.
Manuel PeZ06, 25
E.
Product Control E r
NOA No.200
Expiration Date: May
Approval Date: June 04,2020
E-4
REGENCY PLUS, INC. m
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW
4
LARGE MISSILE IMPACT oo, ~°
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NOTES: S� =w
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 61h EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). c
Y �
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETE/MASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. I
i
3. 1X BUCK OVER CONCRETEMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE o
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED NTH APPROVED COATING OR
0
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
�i emu¢
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-11422-2,DATED 10102108,WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED g
TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD E.RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. z
5. MATERIAL: < o
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA Lj= z
5.2. REINFORCEMENT; ?5 n= Co
5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.0V THICK,Fy-3050 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER yj S Q W �M Z
5.2.2. LAMINATE GLASS 1NTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA a-a m to
G. GLAZING: Y Fes-g Q O
6.1. GLAZING DETAIL AS TESTED: Z j¢
Lu z o
6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. UO U N e
6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL,TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. w,� j 8
^
6.1.3. LAMINATED LITE:(2)LITE$OF i/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. L
a o 1- #
6.1.4 SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). - o =1 J
6.1,5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2}LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N v~i �'@75
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A OUROMETER.GASKET
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE.
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. uJ
m
7, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. y
0 0
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE IN% a
9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1,7 MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Robed J.Amomso,P.E.
INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+!-V TOLERANCE. F106da P.E.No.49752
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 44400:301:
10.1. WITH912 L7ATHEAD/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 V8"MINIMUM EMBEDMENT INTO AS SUBSTRATE TABLE OF CONTENTS �q��`,��p4;y.......RF°1�
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. `w tii.'•4tG {a:°..°°:"`
10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION
WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS �= h!o 44175,
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE t/-1"TOLERANCE. 1 NOTES
b t
It FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS)DRILLING SCREWS(SMS)WITH SUFFICIENT A_ . ,y,-
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND - - 3 ELEVATION AND ANCHOR LAYOUT(SMSRAPPING/SELF)RILLING SCREWS)'
MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 4, VERTICAL SECTIONS-COMPONENT ID&GLAZING DETAIL
12, ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES PRODUCT LWL th 31/ino =.�aa
MINIMUM STRENGTH SPECIFIED BELOW: eunama lode
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE NOR-No. 20-0401.16
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI B ANCHORAGE ExRimtloo Date-04/30/2025
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF - By:r'f!?-K!a 6f7 z2
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0,048"THICK MINIMUM. 9 COMPONENTS -1
13A.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. _. Mm:aFpado P.oduRtC reroi
10 BILL OF MATERIALS&COMPONENTS
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW W
..... _ ___......._.....__.._....__..............._........_.__...._..._......_._ _.__ p
53"MAX.FRAME_ INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING N
WIDTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE j
4996"TOP SASH CRETE SCREWS)
WIDTH
451"TOP a Wo aQ
SASH — �2 w
D.L.O.WIDTH 3" ROM CORNERS s
HEAD&SILL TYP. Y
C B
4 6 6"-FROM JAM
CORNERS TYP. a a o
��_ _.._.....--- __ ......._.__.. o
Fr-
!'
� _��.��__..� 2"O.C.TYP.F
� WOOD SCREW
II / 32 "TOP 4"O.C.TYP.FOR za
36 SASH P }( SASH g ii g CONCRETE SCREW >
77"MAX_ b g. D.L.O. C ,zf
FRAME HEIGHT ii / I HEIGHT 6 !� / t 6 ^=p m Y
HEIGHT II ,� t 14 A"O.C.MAX.T P.WOOD a a�g &m z
Meetin Rail C m
ILA_. - —/ SCREW a wpm s
2,:O.C. ° 13 .O. MAX.TYP. U a o= MW
�, 4 H 33 8"BOTTOM TYP.EACH SIDE V �� 0 CONCRE SC EWS w ¢>-z a"
BOTTOM 5 ff° SASH OF MEETING RAIL w >o o
SASH �( I° 5 D.L.O. tz o g�z r
HEIGHT �� HEIGHT 6 X �� a �z 59-�
Ifl o �Q �nLL��
I
_ INS TION NOTES:
1. H D AND SILL � n s
4
¢ 1L o
—j A,CHORAGE THE SAME. w-1 a
A
2. MB ANCHORAGE SAME. ww ry w a
4 15�.:O.C.TYP. 6 to I 3. ' 1-1"TOLERANCE ON
@ HEAD&SILL ! a
DETAIL 1 NCHOR LOCATION. ..
46 Q-BOTTOM (SEE SHEET 5) 3. TAPCON MINIMUM RcOaA J.Nno u;o,P.E.
SASH SERIES 5305 TILT VINYL DOUBLE HUNG SPACING IS 4"OC. Florida P.0 No.49752
D.L.O.WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING a* SNtyEg
G
EXTERIOR VIEW-ANCHORAGE SCREW MINIMUM �. I• O r
50"BOTTOM ti�`t�� NS 9?"
s W D AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2"OC.SASH No 4W52
WIDTH ;
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: _`�
......__................._...._.... .. ... .. . .---........................... srr. z:
HUNG WINDOW WINDOW 1. ONE(1)TRIANGULAR-SHAPED SURING APPROXIMATELY 1/2"WIDE
EXTERIOR VIEW-----___ BY 1/2"HIGH AS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG.
DESIGN PRESSURE RATING(PSF) IMPACT RATI 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"WAS LOCATED AT EACH END OF THE
EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR
+55.0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE. PRODUCT REVISED
IMPACT eunam9ioe wunenaFlorida
3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP NOA-No. 20-0401.1
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL Exi!iTNon oat/":04I30/202
9y:
FACE. Miam(_Daae Prodagrc pt.al
l
a W.
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW N m I
_ . _._...-......._....._............._.. ....__ a
53"MAX.FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR
WIDTH -' SELF-DRILLING SCREW)
49�6'TOP SASH
WIDTH -
..,._ ......... ........ _ ., ._ __. +m_. _ .......,.. ,. . _ n.
45;"TOP < w
SASH i
�—D.L.O.WIDTH 3"FROM CORNERS y
@ HEAD&SILL TYP.—`
C B
4 7 6"FROM JAMB
CORNERS TYP. mo g o
ZZ°to i
1 low36 e"TOP 2"O.C.TYP.FOR SMS op 3 yo
,
32 76"TOP �I SCREWS. }
77"MAX n SASH
SASH D X 5 D.L O 8 " X 8 _,
HEIGHT j� HEIGH
HFRAME
EIGHT
�I :I z=r wo s m Y
r
C Meeting Rail O.C. OR SMS a p �� a
p 9 2'O. .MAX.TYP.F w op
1.
2"O.C. SCREWS z of o0
36 338'BOTTOM TYP.EACH SIDE tu
o 0 22Q B„
BOTTOM 5 SASH OF MEETING RAIL w o�FZ ery
5 D.L.O. N��¢ eLL d
HEIGHTSASH �I X Pz HEIGHT INSTALLATION NOTES: �� �� <
1. HEAD AND SILL ®;s a
_..._.__-......._.__..-..........__.......... ANCHORAGE THE SAME. WJ e^a
_-L_.. xw a'a o,m
A A 2. JAMB ANCHORAGE SAME. L a nLL
4 15 0"O.C.TYP. 7 3, +/-1"TOLERANCE ON y
DETAIL 1 @ HEAD&SILL ANCHOR LOCATION.
46.,6"BOTTOM SEE SHEET 5 3.1. SMS,TAPPING OR Robert J.Ame"so,P.E.
SASH ( SERIES 5305 TILT VINYL DOUBLE HUNG SELF-DRILLING Florida FENe.4o752
ill"I
ul
D.L.O.WIDTH WINDOW WINDOW SCREWS MINIMUM %%,%% E$ J
_
50 g'BOTTOM EXTERIOR VIEW-ANCHORAGE SPACING IS 2"OC,
SASH STEEL SUBSTRATES ��; NO 1 7j:2 �
�— WIDTH . "e
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES:, ma's
STATE �r
HUNG WINDOW WINDOW 1.. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE, ��fi
—. -._. _ .
EXTERIOR VIEW BY 1/2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER0 a a��aAa
_ VERTICAL LEG. °'°ay� i zi�ss�°ae
DESIGN PRESSURE RATING(PSF) IMPACT RATING 2. ONE(1)WEEP HOLE MEASURING V X 114"WAS LOCATED AT EACH END OF THE
EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR I
55.0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE. as PRODUCT REVISEDpIying with the Florida
gndgg
+ IMPACT NoA-No. zaoaod.�o
3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP Iratloe Date-,p-040 025
-- COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL e
ey:rrLLfG.tkKr..iu4aa
FACE. NlamLoade rreaeq�rcghtml
i
7
I
d d
o �
N •..
C
Q
m
1Q]
C�I =
EXTERIOR INTERIOR 16 1.9 0LL
_,...�.. . ..w._...._._ 4 a -
w �. __. .. ..7.
yz HO
3 9 0 2 8 � aw
2
— 2 4 B 10 Y s
1 p �^ 10
11 INTERIOR W
2 6 EXTERIOR 10 poQ� o
GU �7 tr
tr o
SHEET 4 1 4
� 2 L Z Z _
1 1 16 5 IN Q go
DET �
AIL 1, Zo5 ;
C VERTICAL SECTION 8 SHEET 4 6' z n=o m N
HEAD-CUI41PONENT ID 31 ¢a m Luz 3 z
ate i 2A s
VERTICAL SECTION Z Uo
SEE GLAZING 1 6 MEETING RAILS-COMPONIsNT ID o o 2
DETAIL 1, LOU>N
14 30 1 7 SHEET 4 0 t-z e�
6 �o �egLLQ$o
2 N X W
1 1/2"GLASS BITE N� s`a z
31 7
wW o"va
13 14 INTERIOR 7/8" O.A. LAMINATED GLASS CONSISTING OF: �'; am�u
O 1 1 EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8"
ANNEALED GLASS W/0.090" KURARAY AMERICA Robert J.Amoun P.E.
Florida P.E.No.49752
' �( 5\J `1 ��" INC. TROSIFOL INTERLAYER, 7/16"AIRSPACE W/
� ®@9q@@10@PPB8p3�— I STAINLESS STEEL SPACER (TYPE SS-D), av�(�pellES
1 1 INTERIOR 1/8"TEMPERED GLASS
EXTERIOR
INTERIOR
VERTICAL,SECTION EXTERIOR
SII.L-COMPONENTID p'• STA
r` :ter
GLAZING DETAIL 1.
PRODUCT REVISED
plyIn with tho Florida
e lial�@ Cao�o
NOA-No. 20.0401.16
FxR[mttan Oat�a1:0413012025
sy,I ff rite -- ds
n"amfpada trol
a �
� m
o f
m u I
_.....,�. ._... . . ...�, .... .,... .._... �.,_.. �..m �.. „............................ ..,. _ .��... ,.. .
o �S
a �
.. dti..0..7.,o...
1 wg �W
UFO 7 16 INTERIOR
12A I� o z o v o
O q 0
LLJU �bm
SEE�.� IN r z h
DEML 1, Z�3 0
SHEET 4 C L m
d� ZO i
o EXTERIOR W Z s 9mo
z x
1 Jqw Do� x w(y J
12 10 12 2 14 *M HORIZONTAL SECTION z Q�o u �¢
11 1J UPPER SASH �oc� z �R$
JAMBS-COMPONENT ID a o a LL n
N rw Uv nz
`co
1 12A31 2 7 16
H Lnw
go dn �
12 LUN—Q•
INTERIOR 5 = a0
Robed J.Amomsn,P.E. i
Florida P.E.No.49752 !
1 1 DEraL iN� SNM;:S 4'
c�
12A SHEET 4
1
10 4 DETAIL 1.
0 EXTERIOR MASTER FRAME CONSTRUCTION t
(SASH FRAME SIMILAR) V.
12 HORIZONTAL SECTION c+'��a
Pao e`jf3
LOWER SASH �t�ccten+gnat
LAMBS-COMPONENT ID
PRODUCT REVISED
s com IYyIng wlth tho Florida
Bullding Goda
NOn-No. 20.0401.16
E-pl-tlon Dot.•Y 4/30/2025
ar:13"?SlSli' i
mi,mhPado Prod.yrttontml
< Q
PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 53 PROPERLY SECURED 1X o
Sa 1/4" ITW TAPCON sv
WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS m $
(SEE NOTE 3, SHT. 1)
(SEE NOTE 2, SHT. i)
WOOD BUCK'PROTECTION BY I 1 1/2" MIN. #14 W5: 1" MIN. EDGE DIST.
OTHERS (SEE NOTE 3, SHEET 1) EDGE DIST. BY OWOODS
#12 WS: 7/8" MIN. EDGE DIST. �w =
.'� DLL 0
CONCRETE BY OTHERS v SHEATHING (SEE NOTE 2, SHT. i) m <� om fi
(SEE NOTE 2, SHT. 1) v c v MIN. 'p o
1 1 2" BY OTHERS
v .........EM EDMEYT......................
EXTERIOR FINISH
BY
� -�,1 N`. #14 WS: 1 1/2" MIN EMBEDMENT Bn a,o
;., 1/4" MAX. OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT
{SHIM SPACE
EXTERIOR FINISH 1/4" MAX.
BY OTHERS ''Y? ^SHIM SPACE
PERIMETER CAULK---- D� w
BY OTHERS Dp Q PERIMETER CAULK Q m o
BY OTHERS Qp o a m 0
:3 = is
a IIJnIII �� m
O K
Z
a �
ZN
z�n=j m vi
C� 6m<win = x
EXTERIOR D a a m�>-s '
°'c2 w OZ
B VERTICAL SECTION ; o N
tj
WINDOW CONCRE-FliSUBSTRATE. INTERIORINTERIORw to�J�
HEIGHT VERTICAL SECTION wlNDow 0 o 0
u WOOD SLrgS"IRA'CE HEIGHT W
c Fw ;Eh
EXTERIOR
N yy
NZ QXA�fi
NO
rn z r
ANCHOR-TO-SUBSTRATE f� wa
k-�00
EDGE DISTANCES ARE U W DTYPICAL ANDMEASURED TO BOTH � o"SIDES OF SUBSTRATE� �1flo tl JP.E No<g752
PERIMETER CAULK -,% C S......BY OTHERS `� �� 1/4„ MAX. 1/4" MAX. O�q�:'y�
_! _�SHIFA SPACE SHIM SPACE
EXTERIOR FINISH PERIMETER CAULK a No 407S2 a
BY OTHERS "✓,, BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT m +•`{1f( U
CONCRETE BY OTHERS o t 1/2" MIN. - 2 WS. 1 / MIN. EMBEDMENT STA { `
(SEE NOTE 2, SHT. 1) a o'.,' a EMBEDMENT �r ..,;.. ,#t T�A, ,tea o j.
3 8
PROPERLY SECURED 1X—' '' EXTE FINISH
810ROTHERS- y_ d+SS/O
WOOD BUCK BY OTHERS SHEATHING 2X WOOD
(SEE NOTE 3, SHT. 1)� BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON 1EDGE"DIST (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST. _- PRODUCT REVISED
SHEET 1 #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X as plying with tho Florida
WOOD BUCK BY OTHERS
eaiiamg coao
#12 OR #14 WOOD SCREW NOA-No. 20.0401.16
INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1) Fx i tin DatoLD41301202
�, )�RTICA�,SECTION Bye'�B�uBSITtArr: VF.,RTICAL SECTION mlam�pad' p„d��ti,}t„i
WOOD SU BS IRATE
Q Q
¢ K
#14 SHEET METAL o
SCREW/SELF-DRILLING SCREW 55
3/4" MIN. INSTALLATION ANCHOR o o
EDGE DIST. -- METAL SUBSTRATE r�
(TYP.) BY OTHERS o LL O
EXTERIOR FINISH (SEE NOTE 2, SHT. 1)
wa 0�
BY OTHERS
- 0 F
,• W
... o.. .. <w....._,a _, ............. ....... .. 2
3 THREADS MIN. q _.._.. _ �. ... .� . .o .o-
EMBEDMENT BEYOND W
INTERIOR WALL 1/4" MAX.
r SHIM SPACE
Y ¢
PERIMETER CAULK to
BY OTHERS Qp �Fw o c
INSTALLATION NOTES: Z
00
n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: Z H H -
ll J( ANCHOR-TO-SUBSTRATE 1.1. WOOD FRAMING, } g n
EDGE DISTANCES ARE 1.2• STEEL STUD FRAMING,
TYPICAL AND 1.3. ALUMINUM FRAMING,AND ;n Z
MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. y ^=z y
EXT I D� SIDES OF SUBSTRATE t/i= w a° 6 m ~ Y
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE a a. m w
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,FRAMING AND a p Q w
CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, U N o a0
�_
CAL SECTION WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w 0 V Z Z H E
(�)�l AL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,iX W O >Q BUCKS SI4ALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS tY o 2 F w
INTERIORHE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE N F I-
EXTERIOR
LL A i
EXTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS HE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER.OF RECORD. Z5 U)i
Q 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" w to n d
O OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114", tr¢ a a
4 wr �Rwm
5. FOR ANCHORING INTO CONCRETElMASONRY USE 174"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH
(� TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" _ $
IU5 a MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robert J.Amoruao,P.E.
1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Florida P.E.No.49752
C q SHIM SPACE
6. FOR INTO WOOD
FRAMING BUCK USE ONE OF THE
PERIMETER CAULK �p OD 6 1 #I2 FLATHEAD WOOD SCREWS H(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A�1 318-MINIMUM 6e�ec�l�ppA,[g°4g�°,���
BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR a^ Q''••G C to O
SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. �����'� •s�°•'•.pGs
-- -�_--- ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. �,: S!•t If?"r 52
6.2. #14 FLATHEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1@"MINIMUM
EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR • 'j 'bo•af
SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
.. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
�; �itsGLC1F y4i '~ I
s< 3 4 MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS aj� 4 C' ......
EXTERIOR FINISH '�' E GE DIST.— 3 THREADS MIN. ISMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL t„
BY OTHERS EMBEDMENT BEYOND WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE
14 r°0e°° �;yLLa4 i
C1 INTERIOR WALL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"
SHEET METAL S METAL SUBSTRATE TOLERANCE.
SCREW/SELF SCREW 55 BY OTHERS
INSTALLATION ANCHOR SEE NOTE 2, SHT. 1 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY.
( ) asPRODUCT REVISED
BuildinglCOEowlth the Florida
�A ) VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDlOR SPECIFIED IN ACCORDANCE WITH NO/t_No. 20-0401.16
METAL SUBSTRATE ASTM E2112, EaQtratlon Bate1D4130l2025
.,.wjfLUF.tjo
MlamCjMado Produet4olrtml
1:
d d
2X WOOD 1/4" MAX.
FRAME BY OTHERS SHIM SPACE m
1/4" MAX. SHIM SPACE—
(SEE 1 2 LAIN. EMBEDMENT - CONCRETE c
(SEE NOTE 2, SHT. 1) INTEeIO SHIM AS REQUIRED 1/ MIN. EMBEDMENT - MASONRY
#14 WS: 1 1/2" MIN, EMBEDMENTo �m
#12 WS: 1 3/8" MIN. EMBEDMENT 5a 1/4" ITN TAPCON INSTALLATION ANCHOR wa. o^
_._._ ............ _.___m..,._..,
...........
EDGE
N.
#12 OR #14 WOOD SCREW 53 uU U� V Q 121/MIN. EIDGE DISTANCE�C MASONRY �w
INSTALLATION ANCHOR
Y
''ti,-.9 CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. OD 00 Q BY OTHERS
#12 WS: 7/8" MIN. EDGE DIST. q p 9 C (SEE NOTE 2, SHT. 1) m to o
V' c
PROPERLY SECURED 1 X J= ?a o
PROPERLY SECURED 1X — WOOD BUCK BY OTHERS
WOOD BUCK BY OTHERS .`tic:i%':'`!:1 �� s.r (SEE NOTE 3, SHT. 1) z� o
� , : a
(SEE NOTE 2, SHT. 1) �� ❑ �]�
SHEATHING-� i WOOD BUCK PROTECTION BY
EXTERIOR " = OTHERS (SEE NOTE 3, SHEET 1)BY OTHERS Zooy ^=N m vi
EXTERIOR FINISH ui 2 Q ul Q gm Z Y
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAUL BY OTHERS B a m z
BY OTHERS BY OTHERS BY OTHERS a co
U g
co
VERTICAL SECTION L)
W
WOODSUBSI72ATE ANCHOR-TO-SUBSTRATE nYVERT]CAL SECTION w 0o�H
EDGE DISTANCES ARE i CONCRETFAIASONRY i o 2 I-d o 2
TYPICAL AND S1.lBSTRAT2? o -I m
MEASURED TO BOTH U ¢�
1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE �U ,a P.6
�s^
INTERIOR SHIM AS REQUIRED woAo
'u
{}14 SHEET METAL 0 4111-.9.1
55 SCREW/SELF-DRILLING SCREW a�
INSTALLATION ANCHOR -
Rabprt J.Amoroso,P.E. j
Florida P.E.No.49752
a 3/4" MIN. ,1'pUat@a Ia
Q EDGE DIST. (TYP.) UPPER SASH JAMBS INMES 4490
SHOWN.SIMILAR .`�`k4�•���hs �On
= � INSTALLATION FOR
99
3 THREADS MIN. LOWER SASH JAMBS. ' `�� � t'2
EMBEDMENT BEYOND INTERIOR WALL
METAL SUBSTRATE BY OTHERS STATE F
L
_. (SEE NOTE 2,SHT. i) _
. .. aaadaaDj88EL�6$a.
EXTERIOR FINISH
PERIMETER CAULK BY OTHERS a PRODUCT REVISED
BY OTHERS Banalae a d9oWlth tho Florida
NOMNo. 20.0401.16
Eaelratlon Bato• a1,,0 3p12025
>� VERTICAL SECTION Br• 'y taa. � r�
l a'' METAL 5UI3Si•RA1'l �.
Mlam•pado Produq'C ftr°I
I
o:
t'
9
w or
w W
MAIN FRAME SASH FRAME SASH COVER SASH STOP FR4AIF '� W
1 _. _ 3 ._...... . ... ........._.... ._.. 4. _... SLOPE "
WHITE RIGID PVC _ ..O OO ('OVER .„ .. D.SII.L,.rOVF..R zap_o " .........
WHITE RIGID PVC WHITE RIGID PVC E RIGID PVC
TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP,WALL THICKNESS 0.075"
I+-4.170" TYP.WALL THICKNESS 0.070" Y
77 -- -7-- I 0.298" 3.450"-
} f � � 0.315"
2.730" 1.656 -� E 2.155" _ a
1.000" 0.565" o 0
20 O
1.400" � w a
o �g� m
I-b--3.250"- - -1.530" 1.350" 1.835"-� m 4W
z a �
GLAZING LIFTRAIL HANDLE POCKET HEAD COVER Op REINFORCEMENT � �z
GLAZING BEAD STOP INTERLOCK COVER STEEL i 1 2_
Og WHITE RIGID PVC O WHITE RIGID PVC ® WHITE RIGID PVC 9 WHITE RIGID PVC m<uJ m m ~ Y
O TYP.WALL y ¢.i z =
TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP.WALL THICKNESS 0.075" TYP.WALL M a a mw j
THICKNESS 0.06"
�0.306" ((JJ 1 THICKNESS 0.070" U W M oa ^�
0.953" llil 0.891` 0.914" 1.957" 0.434 JU 0 OU(` z O
0.280"(TYP) w.�F>
1.722' 0.85" 1.077 (�'' m N 4 e LL$o
�J lu1 ri
� 8Ur
w �eNd�
W cr vrWa I
® CAM SWEEP LOCK 19 FACE MOUNTED KEEPER ®CONSTANT FORCE.
STEEL STEEL BALANCE t
TYP.WALL TICKNESS NA TYP.WALL TICKNESS 0.070" Robert J.Amoroso.P.E.
Flodda P.E.No.49752
I� +0.000
h� 2.a3s -� 1.7so' i --{I�-o.1sa" o.sss^ _0.100 , jPMES
1.326F L`J 1.220 DIA.MAX.
0.687" 1. f� ., ���
® O `4e A30 49752 _
+p.000
1.886, o
2.06Z' 0.467" f -0.100 �� _
0.406" Q' SvkTE I F
._ °Boas/GP1fAL.�-iayma
. 0.525"-+- a®tBCi&CCC*�6
PRODUCT REVISED
e� mpl Ing with the Flodda
g`alne redo
NOa-Na. 20.040�.�6 j
E:plmtlon Date• 413012025
ay:��G ,t_:jLL+zc
Mlaa(Dad"Product'Cahtral
Series Tech 5305 Double Hung/Bill of Material �.
Item No. Description Part Numbers Sup 5er Material
o m
Frame Com ononrs H
1--Master Frame.._...........__.._.._..........__.-.-___...___._._...__.-............N White 7780...._...........................Energif Royal__.......... Whho PVC(2) h
__.........._...._.._....._.___.. r,
2 Sash Frame(Operating Sash)_- _IV White 128217760 _Energi/Royal Whfe PVC(2) v `r
3 SaslFCoverHeaJ eepor3ash NWhhe10T8/7725 Ene ilRo al White PVC 12 HURRICANE.
4 Sash Stop Frame Cover N White 107017136 EmUgl/Ro al White PVC(2 am =
5 Skped Sig Cover IV White 118117738 EnergilRoyal While PVC(2) TILT LATCH �LL
6 GlazingLihraO Handle(Operating Sashesj� NWhge106B17747 EnergilRo al whitePVC12l.___.___ STEEL-ZINC COATED W w �^ "
7 Glazing Bead Stop(Operadog Sashes) N Whit.106717745 Energi/Royal White PVC(2) 3 too &
8 �IntedockCbver etatin Sazhes . ,.NWhhe'Y78017727 .Ene i1Ro al' Whhe PVC.2 ._ .. .....,.. .. ...._...,. ....,......,. .... ,..,......................... .. ..,,..................... .. _..,..__. .. ..__.-........ _. ... 3.,
9 Pocket Cover Haatl IV Whho 1073l7724 Eno IIRo al Whge PVC 2 °wo ao
Reinforceeewt 0.697" W u
t0 Operating Sash Perin>etetslHoavy Reinlorcemant ST-2211 .052 Hygrade Motab _ 0.176'J rr >
11 If6x518"Tek/Sash Reinforcement Fastener 117595 GLF Co oration 0.323" x'
Weathorshi in I ( 0.34'F
,210x,300Fln Sent Pockel Cover 11073177241 Frame Head W23303NW0000 - Ultra-Fab 0.205"'
...__..._._._.......__ .....__.._._..._
210 x.300 FinSeal Pocket Cover 111B1177381Frsrne Sill W23303NWOD00 __ UlhaFab____
_......................._....._...._...._. __......_.....__
1TA 210 z.300 Fin S¢ai Sash Frame f128217T601 Kee erSash W23303NW0000 �UOFa-Fab SS o
210 x.300 Fin Seat Sash Frame I1282177501 Lock Sash W23303NW0000 UhmFab 0 377" ❑ 7 a ll
210 x,300 Fin Seal Sash Frame 11282177501 Lock Sash W233D3NW0000 Ultra-Fab 0.709" L i J 0
12e .187 x.300 Fin Seal lntetlock 2ver 11180177271 KeeperSash W233o1NW0000 UDra Fab 0.166"
.187x.300 Fin Seal Interlock Cover 11190 177271 Lock Sash W2330INW0000 Uhm-Fab O _
12C 270 x 220 Fin Seai Sash Frame!Single Leg_Screen Frame W112257W0000 UhmFab 0.377"- N w s` w
__.
13 200 x.340 H-Bulb Seal Sash Frame 12921 T750 l Lock Sash E20718WN2020 uhra Fab i-
1.906" 2.260" Z 2 o
Glazing W
14 Wet Glaze(Operating Sash) 552 Sikailez Black Sika US 5.622" ¢ Z
16 eratin Lock Sash E3662.7mm 10.9.0 PVS interla er IS Hurricane Laminate Impact Cardinal U jaa,
16 erattn Kee erSash E3662.7rrun/0.9.OPVB[nterta eriG Hurricane Laminatekn act Cardinal 0.669" Z(9 r`S� ,m to
77 Glass SeOm ebcks Sash 2NB-0K.0.125-012 066 Frank Lowe
II _ -.. _ 0 0.803" 1.06T' 0 a a J v i n = Y
18 END URIGwhh XL�eSSSpace_r-(SS.D TYPE)_-. - Cardinal Stainless Steel J 4 m"d ;.
...___...__.___.._....._............._........_._._..-...._._-_...._..._........_.__ware - S
19 Face Mounted Kne r Steel Truth Hardware D_O Wi
O j o ,X
Screen Components notall components lured in section views 1.012" 0.709":1 U g p Q
20 Single Le Frame New White 06516NEW192 Shapes Unlimited Z J
-.__._.-......__.-_.� ._u._._._�-._
_21 - Doubb Leg Frame New While OSSISNEW192 Sha es UniknBed W()V ZW ur Ew
_-__
22 Tension S rin s 2584 Adept W 0 F,;> g
23 Fibe lass Screen Clolh Charcoaif 60'x 96' 3002606 Phher - 0.15T' tYtu_ n "'^
24 Screen S fine __. _-_.__....__..__..._.__-....._...EXfiLX-0165�K - Imperial Mastic USA 0.544" o 1E u 6
25 Aluminum Comer Ke s CK252X260 Hygmde Metals N
26 Screen Cli Clear H-884 Product Design �- gG..S
27 Screen Cli Clear H-3150 Product Design u>m 0 6 b
Misc.Components.Hardware and Hardwam Fasteners not all components ID in section views toUJI
28 26m,3 Coil 1984 Series Constant Force Balance 803836 Amesburyll!yy! _ W 2
.._...._._-_._..._.._.__._- ......_...._...._.-
T9 Not Used nla nta Ut N ;t
30 Hurricane Tel Lath 1057A-003EW Vision industries i LL
M Pivot Bars f T-Shaped Head 6987 Vision Industries O
_3T CAM Type Sweep Lock ..... .............................__322085-007 W __.........._. Tmth Hardwam E a
..... ........_................_..............................._.....
33-_Wee Hole Cover While '' "'"_._._._....__....___..._._. H-808WHZ _ Product Des n Z I
34 Muntin Bar_ ^- - _ W58W H rade Metal. 3 f PIVOT BAR Robert J,Amoroso,RE,
---""---� Florida P.E.Ne.49752 35 Muntin Bar End Pins DSB6 Hy 9 4i '
36 (modockCover(OPeratcmg5ash1/LockSash "I" .nylCemant__^, RHProducts METAL
37 Intdook Cow!r. eralkl Sash/Kee erSash .HH-0BVIn ICemant RH Products _ 6,6111167A80aydr'
38 Lihrail End Caps Whhe 00156-0DO7 S11.Plastic l�t°1 SWES
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40 30PP1240PSO.9116 X1318 X 3 Foam Block W0511022
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41 .75 White Balance pi 21300-00077 Lamatek
42 Hurricane GmdeS rin CS025 JamasS rin Wire 0.559" @.'1 f1!O F'y -
43 Acce sory Parts lnsbdlation Translucent 0244X0150010C2 Nova and Silicones Y4';
44 Safe Seal Lock 3220SS-003-Ew vision Inda.tr e9 0.352" 0.173" "D; 61,11,
45 Sate Seal Keapor 8292A-003�W Vision Industries
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49 dsxl"TekWhholKee ers 1t6021 GLFCorporation - 0.-5-r5-1"- ❑ " _e 0.7�18"
50 @Bx314"Tekf Pan Nead lBaance Shces�---______^ - 120766 _ GLF Corporation _ _ e ??',$ddCa�a48c1tei"
51 O5x318"Tclips- oraton
52 N12x3"Fok Iscreen White 116506
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53 t<12 OR n/a n1a Steel 2 372" -"t1'"' "'�-1.122" as eomplying with the Florida I
54 1f4"ADCEO THREAOFORMPCON n/a ITW Steel Building Code 55 Otd SHEET METAL OR SELF-DRILLING SCREW Na We Steel
NOA-No. 20.0401.16
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