HomeMy WebLinkAboutNotice of Acceptance (3) I
I
mlAM1-DADE File P "a-ilAMI-DADS COUNTY
► /1/} �I� Q PRODUCT CONTROL SECTION 11805 SW 26 Street.Room 208
DEPARTDIENT OF REGULATOgVffi ES(RER) Miami.Florida 33175 2474
BOARD AND CODE ADIYINiSTR. N �tiZ)
DIVISION T�786y)315-2590 F(786)315-2599
NOTICE OF ACC Q L1 ECETVE-D 'iv.m jam idade.ggov/buildin.g
Regency Plus,Inc. � a CIE ®� �Y ,�
2000 Locust Gap Highway DEC ® 1 2021
Mount Carmel PA 17851 (WBOCC' �j1 4 i��
SCOPE: ST. Lucie County, Permitting
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 all lowed 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. includina the HiLyli Velocitv Hurricane Zone.
DESCRIPTION: Series"5305 Tilt" White PVC .Double Hung Window-L.M.I.
APPROVAL 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 L dated 10I20/20. 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 Countv Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Im act Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name orI logo, city, state, series.
and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
I
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 1product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use. and,"or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,
then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 20-0512.01 and consists of this page I.evidence pages E;1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao,P.E.
NOA No.20-1103.08
Expiraf.ion Date: May 06,2025
MIAMbDADECOUNTY r Approval Date: January 21,2021
01/21/2021 Page 1
Re2ency Plus, Inc.
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITiTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS a
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 revis,ion J dated 01/08/18,
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 20I1-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test, per FBC 2411.3.2.1, and�AS 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)
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 2011-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 241 1.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of 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. (Submitted under NOA No. 20-0512.01) a
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014). dated 06/01/15 with revision dated 09/01/115, 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).
Sifang Zhao,P.E.
Product Control Examiner
I NOA No.20-1103.08
Expiration Date: May 06,2025
Approval Date: January 21,2021
E-1
I
I
Regency Plus,Inc.
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITiTED
E. MATERIAL CERTIFICATIONS I
1. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol0
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. NOA No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for
their White Rigid PVC Exterior Extrusions for Windows and Doors, 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 61" 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)
G. OTHERS
1. None. 1
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 L dated 10/20/20,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. None.
i
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
I
E. MATERIAL CERTIFICATIONS j
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 711 Edition (2020), and of no
financial interest, dated 10/20/2020, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert J. AmoruSO, P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0918.04, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window—L.M.I., expiring on 05/06/20.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.08
Expiration Date: May 06,2025
Approval Date: January 21,2021
E-2
ItEGENCY PLUS, INC.
SERIES 5305 TILT VINYL DOUBLE DUNG WINDOW WINDOW
0
GLARE MISSILE IMPACT0LL
O e 'd
w �N F t� c
INSTALLATION ANCHORAGE DETAILS � 2 z W
NOTES: a a F IN w a ci
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
J 14 LL
2, 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY 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.
3, 1X BUCK OVER CONCRETE/MASONRY 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 WITH APPROVED COATING OR
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. g N i O
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 10/02/08,WITH REVISION DATED 01108/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED O
TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD E.RUPP,FLORIDA P.E,VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO,19-D312, Z
5, MATERIAL:
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. �n Z
5.2. REINFORCEMENT: Z x
5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK,Fy=30-50 ksl&Fu=37.5-68.7 ksi)-SASH PERIMETER, =Q w m m z
5.2.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA, 0-6-m ff. j w
w
6. GLAZING: U N w=O p
6.1. GLAZING DETAIL AS TESTED: Z=of D N r
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. w U U>- 4 E
6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. W O0 j r 6
61.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TPOSIFOL INTERLAYER BY KURARAY AMERICA,INC. o 2i
6, A, SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). p J m Y z
6.1,5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"652"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD,
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A OUROMETER WHERE APPLICABLE, `o
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT, w �6
w vm 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ, to
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 1/4", d.a r,
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"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"MINIMUM EMBEDMENT Ratert J.Amoruuo,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+/•1"TOLERANCE. Florida P.E.rao.49152
7010.1 FOR ANCHORING FLATIHEAD WOOD SOREWSING(WSOWITHR 2X BUCK USE SUFFICIENTrE OF THE LENGTH TO ACHIEVEA 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE .;���4,•(,SANIES 44/p��
WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR,SPACING OF 2"ON CENTER.LOCATE ANCHORS AS TABLE OF CONTENTS :9
WITH
v p ?w rX r:A
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+/-1"TOLERANCE,
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
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-I.1"TOLERANCE. 1 NOTES9��` STp
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS)
----'-LENGTFI'TOACHIEVG3 THREADS-MINIMUM BEYOND STRUCTURE,INTERIOR-WALL-WITH�3/4'LMINIMUM EDGE DISTANCE-AND -ELEVATION AND-ANCI IOR-L-AYOUT SMSITAPPING/SEL•FDRILL'ING-SCREWS]
MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION ( -It�t1I�11f1
DETAILS.ANCHOR LOCATIONS HAVE-A 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
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0,42(NON-HVHZ)AND 0.55(HVHZ) HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PRODUCT REVISED
13,2, CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 8 Fl 9 with the Florida
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF ANCHORAGE midi�o�oeo
Hoa .. 20.1103.08
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI/Fit=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 9 COMPONENTS ERFtrntlon oato 05/00/2025
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&COMPONENTS
Mlam au=�o erode�on1—
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW o
53"MAX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING o
WIDTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE
ash"TOP SASH
_.- (CONCRETE SCREWS)
~ O U h m n
WIDTH o w w
k Qz
45a'TOP a ao r;o ao a
SASH - D w
w
D.L.O.WIDTH 3"FROM CORNERS
@ HEAD&SILL TYP.
4 6 6"FROM JAMB
CORNERS TYP. o
--------------
I T O.C.TYP.FOR
WOOD SCREWS. Oz
0
36 TOP
/ 3215"TOP jj / �j D 4"O.C.TYP.FOR za
SASH D }( �� ( SASH 8 �I .III �( �II Se g CONCRETE SCREWS.
F MAX. 5 III " 5 HEIGHT m
/ ' YY. u� z
FRAME HEIGHT - _-_// $ _ If= - �I Z CL2D.L.O.HEIGHT 11I14'"O.C.MAX.TYP.WOOD '�_¢w}_L I __ a Q a -5SCREWS �SI a 13 O.C.MAX.TYP.4 33 b"BOTTOM �j �� I CONCRETE SCREWS wv a36;' E SASH co 0za •.a
BOTTOM 5 j __— w OF„ 5 D.L.O. �; I• z o -z
SASHHEGHT �� HEIGHTjj X � F-z„ INSTALLATION NOTES: '�� _____«�n- 1. HEAD AND SILLo__a---s-- ANCHORAGE THE SAME. W�A 2. JAMB ANCHORAGE SAME, wwO.C.TYP. _ 6 3. +/-1"TOLERANCE ON °s^LL
-DETAIL 1D&SILL ANCHOR LOCATION. F
46 y BOTTOM (SEE SHEET 5) 3.1. TAPCON MINIMUM R.hedJ.Ama ,P.r.
SASH SERIES 5305 TILT VINYL DOUBLE HUNG SPACING IS 4"OC. FIo d.P.E.N46975L
D.L.C,WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING
EXTERIOR VIEW-ANCHORAGE SCREW MINIMUM ��. �SIMES q4I"��
50 is"BOTTOM pO�Qw�GJ�a�r ➢pr
WOOD AND CONCRETEWASONRY SUBSTRATES SPACING IS 2"OC
-- SASH ay�`vNo!e0 e2 0�1
WIDTH
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: vo r•aa
HUNG WINDOW WINDOW —____ 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 112"WIDE �y�s ••• `
EXTERIOR VIEW BY 1/2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG,
DESIGN PRESSURE RATING(PSF) IMPACT RATING 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
LARGE MISSILE HORIZONTAL SILL FACE.
(::+55.0/-55.0 PRODUCT REVISED
IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP B.Ifdi.olcoe with tha Florian
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL nOn-Ho. 20-1103.08
Eapirotlon Data 0510612025
FACE. OY
MIamL-0ade Pr ucl Control
i
a
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW o m
53"MAX.FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR
WIDTH — SELF-DRILLING SCREW) a
N U w
� Km °LL FG
-49 75'TOP SASH__ 0. a o
iz
WIDTH
p w s u,
454"TOP a ao a Rw
— SASH - w
D.L.O.WIDTH 3"FROM CORNERS Y
@ HEAD&SILL TYP.
C -B 6"FROM JAMB
4 7 CORNERS TYP. - or g '�
U
2"O.C.TYP.FOR SMS oz w
/ 32 r'TOP s� �I SCREWS, z¢ g
36 TOP SASH j� E x o
SASH D.L.O. !Y/ !�t s X r i ! g z=m
77"MAX. HEIGHT 5 " " 5 r a 0 m
FRAME I HEIGHT - = w>-
s „ ll z
HEIGHT -L_ Meetin Rail . __-_ Win_.__ _11 — 9 'O.C. SMS 0.�w oo m
`--------- -- - ------- - ---- - MAX.MSCREWS F c}i rn w�_
�/ B 2"O.C. �/ _.___ z I
�j/ 33 3'BOTTOM _ �! }z n
36` 4 e TYP.EACH SIDE „j p v z0 y q a
BOTTOM 5 S SASH OF MEETING RAIL ;I iil o sz
D.L.O.
SASH }( x 9— - F=z
HEIGHT . -_-t /-f-� HEIGHT I�
Il n0 6
// INSTALLATION NOTES: �� z
y_ ----- - - ► L J 1. HEAD AND SILL Nw
__........... __.____ _.____ _ �_ ANCHORAGE THE SAME. w
J i•
[-----o---.._.__.� _A w C
2. JAMB ANCHORAGE SAME. B„;�T
4 \\ 15 b"O.C.TYP. 7 3. +/-1"TOLERANCE ON
a n
i �-DETAIL 1 @ HEAD&SILL ANCHOR LOCATION.
46 e,,BOTTOM (SEE SHEET 5) 3.1. SMS,TAPPING OR Robert
JP E.oruoo,P.E.
SASH - SERIES_5305 TILT VINYL DOUBLE HUNG SELF-DRILLING ond
D.L.O.WIDTH _WINDOW WINDOW SCREWS MINIMUM �t,�j0.E3
�— -� EXTERIOR VIEW STEEL
SPACING IS 2"OC. �rvQ �GEN3 �9'�i
50�'BOTTOM
SASH pp ter-
STEEL SUBSTRATES -Q NOr zfl s2K
r* z us =
WIDTH °o TATE1'
��
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: ';"F LD:xR t0
---- - —HUNG-WINDOW-WINDOW -- - O - - - -- - - -- -- -- _•snin�;;;n��'�,.�
-__ _ _ 1__-ONE•1._T.RIANGULAR-SHAPED_WEEP HOLE_MEASURING_APPBOXIMATELY 1L2"WIDE
EXTERIOR VIEW BY 112"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG.
DESIGN PRESSURE RATING(PSF) IMPACT RATING 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 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP e�na°i�a�_ 03.08
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL e.PN°eon Onto 0 510 6/2 0 2 5
FACE. e G
Mf_lp,d,Pr u t o°ho
a a
0 o c
o
H U y I
INTERIOR o_ °r
EXTERIOR [ �o0 1 6 19 o oa o n
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3 8
14 W �
2A `- 2A 1 7 Y
21 a l _ _ '�� 1 O
EXTERIOR 1 1 INTERIOR 'UJ
~
2I SEE LA"ZIN
10 Q 3-0 Nair U
DETAIL 1 w
_ SHEET 4, 1 4 12 J� Z w
16 2 SEE ZING ( 7 J Q y
_\ /�,qB ` II p' ® p� DETAIL
C(� \ V fills l�ICAL SI�i.T10 q SHEET 4 Z=n
JJ— HEAll-C0A9P!}NEN"I'1D 1 6 0-m z =m m Z
VERTICAL SECTION "n W o_a v'
Y�L O L
SEE GLAZING 1 6 D4LET'ING ItAIIS-COMI'ONEN'I'ID o z E
DETAIL 1, 1 W F`F Pa
4 30 17 SHEET 4 oo 0 3 Y
o r �
2 `~ + 1/2"GLASS BITE ® �
ac
31
12 14 7 7/8" O.A. LAMINATED GLASS CONSISTING OF: �W �anLL
lI _ INTERIOR - ,"A
2
EXTERIOR LAMINATED GLASS (2) NOMINAL 1/8
ANNEALED GLASS W/0.090" KURARAY AMERICA Flogda.Mri No.4 752
1 INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ FloAdnP,E.Na.a3752
33 `nIt
k . STAINLESS STEEL SPACER (TYPE SS-D), i No'�
EXTERIOR - ----- INTERIOR 1/8"TEMPERED GLASS q, No 0 s2 Gro
----- INTERIOR
10
9 STATE
�VI�RTICAL SECTION �— —� EXTERIOR � oP tea`;
- ------ -- -- SILL-COMPONENT ID
GLAZING DETAIL I
PRODUCT REVISED
plvinn with fhn FIoAd.
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rS�E GIATING � � 6Q
If DETAIL 1, z LL n €
HEEL' 4 .__... — > .
00
Uzw0l-
-
EXTERIOR a mo s wz
12A 10 12 2 14 ��—So
HORIZONTAL SECTION a J�
LIl'PPR SASH -- o z
1 1 --
JAMBS-COMPONENT II} L S o
po
ow 8
4
1 '2a 31 2 7 16Lu ®oro
�<
wN `Fo
a �O
INTERIOR \ 5
�. EET
��
Nr J.Amoroso,P.G.
FI.M a P.E No 49752
-'f_L.GLAZING'
1 1 DETAIL 1. (s5 ����I�ATAE3 A"�i�,
12A SHEET A
M \� 0�' v�GENgF 9G
12A C� No 48 52 �Q
�� -- 4 DETAIL 1
9� STATE$ war
d MASTER FRAME CONSTRUCTION
EXTERIOR
-- - ---- ---- --(SASH-FRAiVIIr-SIMII?AR)--
12
c ��1 HORIZONTAL SECTION
TOWER SASH
JAMBS-COMPONENT ID
PRODUCT REVISED
omplymg with the Fioden
B .p,Co,
Non-No, 20-1103.08
:xpImtlnn Hate 05/0612025
l/�
Mlnm atln v-duct onMo
R z
t/4" ITW TAPCON 53 PROPERLY SECURED 1X N N m WOOD
BUCK
SECURED 1X 12 OR 74 VJOOD SCREW
WOOD BUCK BY OTHERS 54 INSTALLATION ANCHOR o,
INSTALLATION ANCHOR YdDOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) v
1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST.
WOOD BUCK PROTECTION BY �� EDGE DIST. �/12 WS: ./8" MIN. EDGE DIST. 2X WOOD d c�
OTHERS (SEE NOTE 3. SHEET 1) - ��\ � BY OTHERS
\\ ' SHEATHING (SEE NOTE 2, SHT. 1) p o p m a
CONCRETE BY OTHERS--.. 1 1 2" MIN BY OTHERS w ~ •`` ~"
(SEE NOTE 2, SHT. 1) �� .\� v 1 EMBEDMENT - - -J i a a p a
EXTERIOR FINISH / �11h VIS: 7 1/2" MIN. EMBEDMENT ar= a
1/4" MAX. BY OTHERS��•� ... � R12 WS: 1 3/8" MIN. EMBEDMENT
SHIM SPACE r
EXTERIOR FINISH----/j� ' - 1/4' MAX.
BY OTHERS �.,� '..-!" '...'. SHIM SPACE
PERIMETER CAULK---� /�� D� ------ w
BY OTHERS I n _ PERIMETER CAULK �� O T -
lrl BY OTHERS nQ O I J o
p o
p
z o S m m N y
y r l ai=Q w(n
EXTERIOR u D`_ Q 0-
o m
VERTICAL SECTION I z o° ,
u coNcecl'EsuJlslx:n. z D a
WINDOW INTERIOR w C)`L>-� 4
c D3uJ
VERTICAL SECTION INTERIOR WINDOW 00�z W E�
HEI HT �ERIOR W(X)DSU7367'RA'[Ti HEIGHT o Jw efl.
o HU �,3J 52
N
ozp d,$
�U a hca
®n.
LLJ Z 1;
+R V� ANCHOR-TO-SUBSTP.ATE ! [yam o ¢ r�a
EDGE DISTANCES ARE
TYPICAL AND
MEASURED TO BOTH
n s SIDES OF SUBSTRATE
R co,F'.L,
JFWl,nd P.E.Na P.E.No.497 5[
o d lz:3 q o%""%J P q MES qp�h
�., .,
PERIMETER CAULK
BY OTHERS 1/4' MAX. /a" MAX. �o
Hltd SPACE j SHIM SPACE
PERIMETEP, CAULK ; Y EXTERIOR FINISH--___FRJISH------- BY OTHERS14 WS: /8"
1 1 ?" AIIJ EMBEDMENT
BY OTHERS
��1 S? W :. 1 3/ MIN. ?n�EMBEDMENT S
.. .. �. .__. .. _`:
CONCRETE BY OTHERS--..'_ a 1 1/2" MIN. Z.
-- -- (SEE NOTE-2-SHT. 1} q�N----- -
:;<:. EXTERIOR FINISH /t\ ipm
PROPERLY SECURED 1X n ' BY OTHERS---' •- `\ �` --�--
WOOD BUCK BY OTHERS / \
(SEE NOTE 3, SHT. 1) SHEATHING \ BY OTHERS
RS
54 1 1 2" MIN. BY OTHERS
WOOD BUCK PROTECTION- 1/4" ITW TAPCON 1 / (SEE NOTE 2, SHT, 1)
INSTALLATION ANCHOR tLGL GL,t' 12 `,VS: i" MIN. EDGE GIST.
BY OTHERS (SEE NOTE 3, ---
SHEET t {{12 WS: 7/8" MIN. EDGE UIST. \`PROPERLY SECURED 1X
WOOD BUCK BY OTHERS PRODUCT REVISED
�/12 OR14 WOOD SCREW 53 (SEE NOTE 2, SHT. 1) nlliamo caa with Ih,Florid,
VERTICAL SECTION INSTALLATION ANCHOR Non .. 20.1.103.08
('ONC:RETE SUBSTRAlT E-1-1„D,l,051D612025
VERTICAL SECTION aY G—a
WpGD SUI35TRA"11i Ml,ml-0,do P.,d„:
a a a
0s w jt
#14 SHEET METAL o
SCREW/SELF-DRILLING SCREY! 55
3/4" MIN. INSTALLATION ANCHOR o
EDGE DIST. -� METAL SUBSTRATE b O
('IYP.) BY OTHERS K m ul O
(SEE NOTE 2, SHT. 1) a m
0
EXTERIOR FINISH w o o o h
BY OTHERS ��
O r z r N
;I 3 1HREADS MIN. 0- o 0 a o N
-EMBEDMENT BE'lOLJD �Ej w�
II•ITERIOR WALL 1/4" MAX. w
I�SHIM SPACE
__>
PERIMETER CAULK—'' �r-� m
BY OTHERS �p�U
Q �o O Fl N LL
INSTALLATION NOTES: z k
O _
Q _ 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1. WOOD FRAMING,
ANCHOR-TO-SUBSTRATE y °
EDGE DISTANCES ARE I 1.2. STEEL STUD FRAMING, O<
(] � `TYPICAL AND 1.3. ALUMINUM FRAMING,AND
+ MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY,
EXTin21 p�= SIDES OF SUBSTRATE z
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J CL 4 0-
N
m j
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND a O w S
OB
CONCRETE/MASONRY OPENINGISTHE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. oafO
VERTICAL SECTION WINDOW 3. 1X BUCK OVER.CONCRETE/MASONRY IS OPTIONAL,WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL z U U Z u q
METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X W O j z
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS g r w
INTERIOR
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o "J~ °
�<
SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OP,MEMBRANE IS THE
EXTERIOR
n 8 s
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
o 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM,SHIM WHERE SPACE OF 1116" w� �
OR GREATER,OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
�W
5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH A
TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1" 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.Amoruco,P.E.
_ 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Honda P.E.No.49752
SHIM SPACE 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
PERIMETER CAULK—.... 6.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM ,}.�r<Q+S:�pENg':Oq S.,-.
BY OTHERS F Ij� EMBEDMENT INTO SUBSTRATE WITH 7/8'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHORTF F �O
Y _ SPACING OF 2 ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. { NcQ49 �
—1 L- ANCHOR LOCATIONS HAVE+/.1 TOLERANCE. ! J+W+ -
6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITR SUFFICIENT LENGTH TO ACHIEVE A l 112"MINIMUM •D a►.d + Yr 4 �1
a EMBEDMENT INTO SUBSTRATE WITH I"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR „' STA
v /
SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. "�TP O,p
ANCHOROCAT LIONS HAVE.+1-1 TOLERANCE:-
- --- --- -- --- -—
3/4" MIN. \ - 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS
EXTERIOR FINISH 3 THREAUS MIN.
-EDGE UIST.- \ J (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
BY OTHERS (T'P EMBEDMENT BEYOND WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR,-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE
� IN I ERIOR WALL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1"
`
#14 SHEET METAL _.METAL SUBSTRATE TOLERANCE.
SCREW/SELF-DRILLING SCREW BY OTHERS
INSTALLATION ANCHOR 5� (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY,
PRODUCT REVISED
V ERTICA L SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED HND/OR SPECIFIED IN ACCORDANCE WITH nC. Ilh the Florida
1' Bui N.Code
1 b R1B'I'AI,SUIIS'172A71 ASTM E2112, noa-N°. 20.1109.00
Ewplration Dot°05/00/2025
a9t mTSnao'�rod et�o°erof-
4 Q
0o
2X WOOD 1/4" MAX. _
FRAME BY OTHERS11"A SPACE o cO
(SEE NOTE 2, SHT. 1) /4" MAX. SHIM SPACE-
(SEE 1 1 MIN. EMBEDMENT CONCRETE-- o
SHIM AS REQUIRED-� �
INTERIOR 1" MIN. EMBEDMENT - MASONRY d
yLL o= Ix-U
#14 WS: 1 1/2" MIN. EMBEDMENT_ t- , w
/B - J 54 1/4" I'TW TAPCON INSTALLATION ANCHOR o�, o ,_
#12 WS: 1 " MIN. EMBEDMENT - I w r
z
1/2"" MIN. EDGE DISTANCE - GONG. a a C a w
#12 OR #14 WOOD SCREW 53 0� U� p 2" MIN. EDGE DISTANCE - MASONRY w
INSTALLATION ANCHOR II
�...a
�--CONCRETE OR MASONRY w
Do 4 BY OTHERS a
#14 WS: 1" r,9I EDGE CDIS o0 .Q 4 (SEE NOTE 2, SHT. 1) _< o,
#12 fYS: 7/8" MIN. EDGE DIST. / q �G dG� p I -� Jo 0 0 0
J = m
y Q PROPERLY SECURED 1XZ ^ad
PROPERLY SECURED \ WOOD BUCK BY OTHERS 0<
WOOD BUCK BY OTHERS ;:it �J z�� L� - }' (SEE NOTE 3, SHT. 1) z� Q
(SEE NOTE 2, SHT. 1) �C� :_� ��:L C�� _ -WOOD BUCK PROTECTION BY > i n
SHEATHING OTHERS SEE NOTE 3, SHEET 1 a
Zm
BY OTHERS v= »
zS2^rm ..m F
--EXTERIOR FINISH x Q w ;m z
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK- BY OTHERS 0-0-�w w
BY OTHERS BY OTHERS BY OTHERS a(D ��E S
w
o0
VERTICAL SECTION — W 0 C)zz E
C w000sussT-12ATF ANCHOR-TO-SUBSTRATE VERTICAL SECTION w 5°
EDGE DISTANCES ARE DI CONCRETE/MASONRY W o�jj < �
TYPICAL AND SUBSTRAIF
MEASURED TO BOTH �i tw- 8 J=
1/4" MAX. SHIM SPACE- SIDES OF SUBSTRATE 0p b<_a
L�LT nzERIOR SHIM AS REQUIRED w0 1 0
wa mwa
#14 SHEET METAL (no
55 SCREW/SELF—DRILLING SCREW o LL
1 INSTALLATION ANCHOR
Robert J.Amoruw.P.E.
P.E.tJo,q�75[
I..._._...._._.__'_'_'_..._._..___,.,__...._.....__...___.._...__._._.__
u EDGE DIST. (TY P.) LT 1 ER SASH JAMBS
SHOWN.SIMILAR
_T INSTALLATION FOR �:Q{�1Not: O
�0 3 THREADS MIN. LOWER SASH JAMBS. 2 MIA
IA
EMBEDMENT BEYOND INTERIOR WALL -
a. 4t O 8y TAT
E4� ,.
METAL SUBSTRATE BY OTHERS
— _ -- --- -- - �— ---(SEE-NOTE-2,-SHT.-1)_-
V.-EXTERIOR FINISH
PERIMETER CAULK- BY OTHERS
BY OTHERS PRODUCT REVISED
—compliVri\D Rho Florida
zh,go. 20•i'I OJ.OB
V E RT'I C t1 L S ECTI O N eepimuon Dato 0 610 612 0 2 6
A1ET'Al.SUIWrKA'I U 6y Z-
mmm-D n P—iuct control
a a
N �
N W �
�p O
O
O u4 U.
MAIN FRAME SASH FRAMs; SASH COVER SASII STOP FRAME � o w�" >w LU o a
0
O WHITE RIGID PVC CO ' O COVER 0 SLOPED SI1,I,COVER a o zo w5 o
WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC a_I No a d
TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL THICKNESS 0.075" Es w 2
�-
4.170^ 0.298" TYP.WALL THICKNESS 0.070"
0,315" I {-
1.000"2 30" E&I i ______ --- _0JLj 0.565" 2.155"1.4001,
v�
m
N O
1.530" 1.350" - 1.635"
-3.250"-e.-� 0 a
GLAZING LIFTRAIL HANDLE GLA7,ING BEAD STOP POCKET HEAD COVER 10 REINFORCEMENT
� --- -- - �l� _ l INTF;RLOC`K COVER
` WHITE RIGID PVC 70 WHITE RIGID PVC U E RIG STEEL a co�S. ,m F
TYP.WALL THICKNESS 0.055" WHITE RIGID PVC O WHITE RIGID PVC E
TYP.WALL TICKNESS 0.055" TYP.WALL a a-z z
TYP.WALL THICKNESS 0.075" TYP.WALL =¢ mw 3
�0.3051, THICKNESS 0.070" THICKNESS 0.06" d 0 w go 7
- Y t- a.
0.553" 11)' 3� (�� 0.691" 0.914" p 1.857" ITT 0.434" W U U Z O q o
v -sl �m--0.280"(fYP) W O s „
1.077
1.121"- o J
0.730" co
wa�3
w
CAM SWEEP LOCK CONS1'AN'C FORCE
19 FACE MOUNTED KEEPER ® m LL
STEEL O STEEL BALANCE 4a�
TYP,WALL TICKNESS NA TYP,WALL TICKNESS 0.070" Rab.n J.A,,,",,,P.L+0.000 .
Florida P.E.Nn,1,9752
2,836' _ `' S4 CnnUN
- 0.100 N1ES 441i.
M-
1.750"
0.687,. 1• 1.326" 3
1.220 DIA.MAX. N �..
fZO627 I - I --I- 070" 1.885" _0.100 i�9 AlZ.
0.467"
c- 0,406° >•'�.0� �oar oP° 24i�
6.
0.735" ---- SS<OAA......
0.525"
PRODUCT REVISED
om 129 with tho Flor
BolldinD 6odo
NOA-No. 20-1'103.08
expiration Data 05106/20
ey
Miaml-Dad,Prod,,t Control]
4 't
Series 5305 Double Hung/Bill of Material IT:
Item No. Descrl Uon IlPartflumbers, 15upplier I Material N N
Frame Com nenis N m io Lt
1 Master Frame IV Whit.7780 Enc IIRo al 'Whit.PVC(2)
2 Sash FT-(OpamUrI Sash) NWhite 1282 M50 Ere,giffty.1 Whit.PVC 2 0
3 Sash Cover Hood(Keeper Sash) IV White 1079 5 EbergilRo al White PVC x HURRICANE
4 Sash Step FrnmoCover N White 1 070 1 773 6. EnergilRoyal WhROPVC(2),
5 Sloped Sill Cover IV White 118177738' 'EnergllRoy51 White PVC(2) TILT LATCH
I- kg i4 `am
6 Gluing Lllvall Handle(OporatingSashes) IV Whit.1 DES 17747 Energl/Royal Wh ft.PVC(2) STEEL-ZINC COATED o w �. wo ?v
7 Glazing Bead Step(Oporatmg Sashoa N White 10157 l T745 Enor i/R al Wh 16 PVC(x W tu
a Interlock Covef(Operating Sashes IV White 1180IT727 Eno el Whko PVC 2 n�. oO wo p
9 Pocket Cover Head IV White 1073l7724 Ener I!RIIRo al Whip,PVC 2 0. a W
Reinforcement 0,697" o `a
w
1D Op�ratingSeshPorimot¢rslHeevyRofnforcament ST-211-114-0.052 HygradeMoral. 06"Galv.(11 0.17G°
11 A 6 x SB"Tek 1Sash Reinforcement Fula- 117595 OLF Corporatlon 0.323" � Y
Weatherstrip in I 0.345"
.210x.300 Fin'Seal pocket Covor 110731,77247 Frame Head W23303NWODOO Ultra-Fab 0.205"
.210 k.300 Fin Seal PocketCover 111BI 177381Frame Sill. W23303NWODOO Ultra-Fab I
t2A :210 x.300 Fin Seal Sash Frame lil%,l77501Kee erSash W23303NWODOO' Ultra-Fab'
.210 x.300 Fin Seal Sash Frame 112821775D1 Lack Sash W23303NWODOO lift -Fab 0377" ❑ 0.709" -1 rn
.210 x.3QDFin Seal Sash Fmme!'12821T7501L¢ck Sash W23303NWNOO Ultn-Fab _3a O
111
2B •187x.30o Fin Seal Interlock Cover II18D 17727/Kee rSash W23301 NWOD00 Ultra-FeD 0.1 G6" 5 y0' o
.187x.300 Fin Seal lntariock Cover 1118D l7721l Lock Sash W27301NWOD00 Ultra-Fab O
12C .270 x.22D Fin Saal Sash Frema 151n Ie La Scraan Frame W112257WODQ0 Ultm-Fab 0,377" OF a 'g
13 .200 x.340 H-Bulb Seal Sash Frame 12B2(7750l Lock Sash E20718VVN2020 Ukm-Fab 1.90G 2.260" } >W e 2
Glazing
14 Wot Glaze oratin Sash) 55251ka0¢xBlack Slka Us 5.G22 L `-UQ
._._ z=m�a N�,
16 Op¢ratingLockSashE3662:7mm109.0PYBTntcrlayerlG HumkaneWminatelmpacl Cardinal O.G69"
16 O erutin Kae or Sash E1632.7mm10.g.0 PVB Interla er1G Nurrk:nne Laminnt¢trn act Cardinal _ _=r WO 'mm ~
17 Glees ScIUn Blocks Sash 2N"K-0.125-032-064 Frank Lowo I a U
e - O 0.803" 1.067" 0_A .-a m o y '`
1B
END UR IG with XL Ed o 55 5 awr 5S-D TYPE Cardinal Stainless Stool J '"
19 Faco Mounted Keeper Steel Truth Hardware O'O W O
Seroan Corn enema notall wIn nents ID-ed In e¢ehon vie ws 1.012" ILI0.709" e}i z o g
20 Sin to Log Frame New While 06576NEW792 3ha es Unlimited w 2}w q
21 Oouble LogFmna Now White 06515NEW792 Sha ea Unlimited T U, p U Z
22 Tension S rin s 2584 Adopt _
27 Fber lass Screen Ciotfi Charcoa1l ti0"x 9G' 3002600 Phifer' 0.157 p�g J
24 Screen Spline EX-FLX-0165.6K Imperial Plastic USA 0.544
25 Aluminum Corner Keys CK25ZX260 H rade Metals j ¢,9 di
26 Screen Clip Clear H-884 Product Oesl n r•5m
27 Screen ClipCIQAr H-3150 Product Design
Miss.Components.Hardware and Hardware Fasteners not all components ID'ad In sactlon views) W u;^<
28 36lb.3 Coll 1984 Series I Constant Force Balance B03536 Amesbury ITruth ER
u
aR�a
29 Not Used nfa Na
N
30 Hurrkane Tdt Latch io M 1057A-003•EW Vista.
31 Pivot ears I I.haped Head 6987 Vision Industries 0.o
32 CAMT oSwee Lock 322OSS403-EW Truth Hardware F n
33 Wo¢p.H¢I¢Cover White H-008WHZ Produa Deslgn Z
34 Manila Bar W58W Hygrad.r4clais 3� PIVOT BAR Robert J.Amoruro,P.E.
35 Murton Bar End Pins 058P Hygresdr,Metals - Flonda P.E.No.49752
'36 hlterlockC¢vcr OperaangSash ILockSash HH-66 Vinyl Cement RHProduct. METAL
37 1 Interlock Cover(operating Sash lKm,¢,Sash HH•66Var(Cement RHProduets
38 L111mil End Caps Whlio Dols6-0001 S.I.L.Plastic OOcrQ, `GEMSeO,�G��'
39 Stainless Steel Staples 318 x 1/2 Sash BEA80110 Smith
Staple
-
40 30PP 12-18P50-9116X1318X3Foem Block W0511022 Lind"mra, �Q No 49752,
OL
41 .75 White Balance Plug213D0-00077 La Fag -x S
42 Hurricane Grade Spring CS025 Jams STIFITTIT 1rro. -- -0.559"
43 A-my Paris Installation Translucenl 02•101X015001DC2 N-ritird Silicones �9 STATE 8
47 Ae-1Bx0.850FtatWoferShauldarlSaehlHuniCanoLBtch 137341 GLF Co 'oration` 2°=- _-� - 0,173" --- Al
44 Safe Seal Lock 722055-007-EW Vision industries A P:
_4S Sale Seal K¢o¢r 8292A-003•EW Visionlntlustrlas - i Q`--�•..,
-- 4G'-A5172"TI-Rivet'.0401275 Gril9ach Pivot Bars- 112003
48 08 x 1114'TO Whiteftocks A120376 CLF Cor ration 0.551° - ❑ e 0.748"
49 A16z 1"Tek White IKCC ars 118a27 GLF Cor ran -
50 0 B x 314"T¢k I Pan Head Balance Shoes 120766 JGLF Corporation
51 1115 x 311"TOF I smoon Cli o White 116506 GLF Co ration f
S2 A 12 a 3-Flal1 mstalWtion.Screwe 401168 JGLF Corporation 10.368"
Installation Fastonam
.53 1012 OR A14 WOOD SCREW nla1 n14 .Steel
54 1f4"ADVANCEDTHREADFORMTAPCON nla ITW Steel -- 2.372" 1.122"
PRODUCT REVISED
SS p1d$HF,ET METAL ORSELF-DRILLING SCREW I nla Ns SMoI as npiyledeg with the FloddP
Buildidi ng Co
(1)HTPado Helen SPedfi.W.,Apl 7W510 1010,0 rypa A and IT,JO Iol to 50 ITT Yield SUmath;Gee GAIuke_d NOA-No. 20-1103.08
(N EN MI FENE51PATiON SOLUTIONS USA,INC.M W RRINTFAArA-OA0I NOTICEOF ACM(ANCE INBA). Expiration^Tlate 0 510 6/202 5
B v
MIamF-0ade�Pro uct dontm