HomeMy WebLinkAboutNotice of Acceptance (4) 1
1 II
4-
M PC
W�I�.II1i—DADE COUNTY• �]'d$2O T CONTROL SECTION
V1 1 181(15 SW'26 Streit.Room 208
DEPARTINIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) (V�Iiami.Florida 33175-2474
BOARD AND CODE AD111NISTRATION DIVISION REVIE EIY Miami.
I=(786)315-2599
NOTICE OF ACCEPTANCE NOA 9P .,; �.
. idade. av/building
Regency Plus,Inc.
2000 Locust Gap Highway CIE C®uN Y
Mount Carmel �, l.a
PA 17851 ��o
® V (4712-1
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 Mialni-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 Count;- 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 HiLyh Velocity 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 10,26/20. 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 Im act Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name of 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 fled and there has been
no change in the applicable building code negatively affecting the perforniance 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 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
Expiration Date: May 06,2025
•DADE COUNTYi ApprovalDate: January 21,2021
h1IAMl
01/21/2021 Page 1
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
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 .I 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 202-914
4) Large Missile Impact Test per FBC, TAS 20I1-94
5) Cyclic Wind Pressure Loading per FBC, TA; 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)
2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 1
2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-9�4
4) Large Missile Impact Test per FBC, TAS 20,1-94
5) Cyclic Wind Pressure Loading per FBC, T IS 203-94
6) Forced Entry Test, per FBC 24113?.1, andITAS 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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"
Edition (2014). dated 06/01/15 with revision dated 09101Y15, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
(Submitted under A 10A No. 15-0618.02)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
g
I
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.08
Expiration Date: May 06,2025
Approval Date: January 21,2021
E—l
1
Regency Plus, Inc.
1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS j
1. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their"I rosifol It
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.
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.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 71" Editiuou (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 Pips, 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
Exph;ation Date: May 06,2025
Approval Date: January 21,2021
E-2
_REGENCY PLUS INC. o o m
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW
0
N o 0
LARGEMISSILE IMPACT =m � _
'— Oo^ oW is
W
INSTALLATION ANCHORAGE DETAILS a 2 O o N �
o_ wLLci
NOTES: a w
�p �
W
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
J 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.
3, 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL,WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE,WHEN USED,IX BUCKS SHALL BE $ o
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS l"HE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR _� o
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. O i; O
u 0:
CL
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 01/08/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED �
TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD E.RUPP,FLORIDA P,E,VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. 0 o
5. MATERIAL: Q
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC,PER CURRENT MIAMI-DADS NOA. $rn Z
5.2. REINFORCEMENT: ?
5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0,06"THICK,Fy=30-50 ksi&Fu=37,5-68.7 ksi)-SASH PERIMETER r/i 2 4 w m m z
5.2.2. LAMINATE GLASS INTERLAYER'.TROSIFOL INTERLAYER BY KURARAY AMERICA.INC.PER CURRENT MIAMI-DADE NOA. M a 0. m
w
6. GLAZING: } I
a cow 0_
6,1. GLAZING DETAIL AS TESTED: Z w, O O N F:
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W U U Y 7�:
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, m 0 CD 0 7 $�;
6.1,3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC, a'o 2E f- u m`7:
6.1.4. SPACER TYPEISIZE:W16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER.(TYPE SS-D).
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. N � �v(p s
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 DUROMETER WHERE APPLICABLE. ®:'.
6.3. AS TESTED GLAZING MEETS ASTM E1300.09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. `
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING HE HVHZ. w
(n
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 IM a o m
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 V MINIMUM EMBEDMENT Rnbart J.Amo—,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.No.49752
10.10 1 FOR#AN FLATING H AINTO
D WOOD SCREWS FRAMING
WS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE l�p�t SpMES,A
WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS TABLE OF CONTENTS 6,w
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE-I-1"TOLERANCE. 521y O
10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION
WITH l"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"TOLERANCE, 1 NOTES
2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS)
_____71 LONGIH TO ACHIEVE ING 8 THREADS MINIMUM BEYOND STRUCTURE INTERIORI EET WALL WITH 3//4 M1171 NTUM-E6GEDTS1T.AL OR SELF DRILLING SCREWS(SMS)WITH
AND FICIENT _ _ 3 ELEVA1=16N�AND ANCAOF2 LAYO SMSITAPPING/SECF-DRILLING-SCREWS)----
MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION �( '11111111�
DETAILS.ANCHOR LOCATIONS HAVE+I.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 ANCHORAGE e�ridmo'lco" w1th� ml Furred
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF t4oa-No. 20.1103.08
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 9 COMPONENTS e.eir�6on Deco 05/0612025
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
10 DILL OF MATERIALS&COMPONENTS 0v
Q 4
K K �
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW
N �
53"MAX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING A '
WIDTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE a
VX C3
u<
---49Tt"TOP SASH__._ (CONCRETE SCREWS) 16 re
WIDTH
o w w
a ¢O ¢v
45T"TOP
-- SASH w
D.L.O.WIDTH 3"FROM CORNERS J 2
@ HEAD&SILL TYP. r `
4 g 6"FROM JAMB
CORNERS TYP. 00
o
j —I �...�. _-1 2"O.C.TYP.FOR � 3� a
f ] 'I a
WOOD SCREWS. 2z
36""ITOp I l 32'-s'TOP 0 D 4"O.C.TYP.FOR } ¢ <
SASH D ,, SASH g ii X ii � g CONCRETE SCREWS. z
77"MAX. 5 5 D.L.O. C „ „ v N z
FRAME HEIGHT �i HEIGHT $ �� �� $� z m=p m N
HEIGHT / " I J..O.C.MAX.TYP.WOOD "'=a�' , w z J
1 =voaa �- M tin Rail ,_ I�Q ,�„� __ U -- - d a a�� S
SCREWS
2"O.C. „ 13�'O.C.MAX.TYP. �go
36 9' E I 4 33 "BOTTOM TYP.EACH SIDE - �� �� CONCRETE SCREWS a ¢ q F
BOTTOM 5 i' S SASH OF MEETING RAIL I u 0 o�So
D.L.O.
i �' HEIG T SASH x
X �� a
HEIGHT i /� H II / III INSTALLATION NOTES: Cal �s
M
1. HEAD AND SILL
ANCHORAGE THE SAME. ul
it
4
2. JAMB ANCHORAGE SAME. s a
\ 5�"O.C. . A
4 � -1 �s O TYP --.—�.-.—.— 6 3. +/-1"TOLERANCE ON
\ m
@ HEAD&SILL 4 g
'--DETAIL 1 ANCHOR LOCATION.
46l6 BOTTOM (SEE SHEET 5) 3.1. TAPCON MINIMUM Robert J.Amor—,P.E.
SASH SERIES 5305 TILT VINYL DOUBLE HUNG SPACING IS 4"OC. Florida RE.No.4975[
D.L.O.-WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING
EXTERIOR VIEW-ANCHORAGE SCREW MINIMUM .P�QS ` ...... ;
50 E BOTTOM WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2"OC.
-- SASH
WIDTH _
y� J•a tp ZJ Oj'
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: �� �t o�•.��
1. _ ONE 1 TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE
-� ---------------HUNG-WINDOW WIN_D_O_W_--- - (-)
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�.O/-550 PRODUCnTnggREVISED
IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP Bulidi.oply dowith the Florldn
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL MOA-N.. 204103m06
Explrotion onto 05106/2025
FACE. eY ��
Mlami-[lade Protluet Control
¢ < a
2
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW N rt
53"MAX.FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR " m
WIDTH — SELF-DRILLING SCREW) 14
d
U R ^
xT x
49 "TOP SASH � E �� ~°LL
- EWIDTH
h
a <z
45 q'TOP o f w z a w
SASH
D.L.O.WIDTH 3"FROM CORNERS_
J Y rc
@ HEAD&SILL TYP. _
6"FROM JAMB
_. I D
ORNERS TYP.
T
. .. T. _---_ --- -—
2"O.C.TYP.FOR SMS
36TOp 32 ;'TOP d iu / Ij SCREWS.
Q SASH E �L
77"MAX. HEIGHT SH 5 X 5 Q.L.O. $ T X T..III 4i $ z�m» n
FRAME )I HEIGHT ��� �� _¢Jo m z J
HEIGHT a d a w/ j
h- 4Q�
Meeting Rail 1 • _ C
TO. .MAX.TYP.FOR SMS wO
�/ 2"O.C. % ° SCREWSz= gU36 E �/ �,�I 33 g'BOTTOM TYP.EACH SIDE �� q U,p v a 4
SASH OF MEETING RAIL I w So si
BOTTOM 5 g ICI o g Fz
D.L.O. o �¢
SASH �z ,o
HEIGHT I �� HEIGHT //� II INSTALLATION NOTES: 0� 'o
/ -
u I` �. r 1. HEAD AND SILL �W ^
L._.__..... ...... ............ .._,. .. _ r. / ANCHORAGE THE SAME. w� ,r
2. JAMB ANCHORAGE SAME. � x LL
4 \ DETAIL 1 15 O.C.TYP. 7 3. +/-1"TOLERANCE ON m
@ HEAD&SILL ANCHOR LOCATION. o^
0
46 jl"BOTTOM (SEE SHEET 5) 3.1. SMS,TAPPING OR NcArrtJ.Am","N,,P.E.
SELF-DRILLING SASH — SERIES 5305 TILT VINYL DOUBLE HUNG Flonau E.No.49752
' ----._...._.._...--------_--------------------------------
D.L.O.WIDTH WINDOW WINDOW SCREWS MINIMUM
50 BOTTOM EXTERIOR VIEW-ANCHORAGE SPACING IS 2"OC.
SASH — STEEL SUBSTRATES ce gNo s2 o R
WIDTH � `J` p '
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES:
.,Fss o......
— "-- HUNG WINDOW 1NIN_D_OW— -- - - - 1.- ONE(1)TRIANGULAR-SHAPED WEE-P-HOL-EMEASURING-AP-P-ROXIMATELY-112-WIDE - _ ��., roAA ;•
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
+55,0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE.
PRODUCT REVISED
IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-112"X 1/4"AND EMPLOYING A PLASTIC WEEP e�nal Pine-1l,ehe
11-1d,
NOa-No. 20•1 103.08
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL ExPlrotlo Doeo Os/0812025
FACE. sY r�
eni�ti to b�oduo'F�oioP-
a a a
O
EXTERIOR ����o� INTERIOR 16 19 °6
4 w °�
o a �
7 a ao
0 0 0
9 2A Do w �w
3 8 W
l
2A
10 J Y
2A � 14 17
21 70
u o G
EXTERIOR 11 INTERIOR �w N u, C)
U
2 SEE GLAZING1 0 O Z ^'W v
DETAIL 1, 14 2 )
SHEET 4 2 "�-\, Z 3 J
1 1 1 6 SEE GLAZING 7 ¢ r7
O DETAIL 1, \ 7 Z a5
SHEET 4
VERTICAL SECTION 106 Z= W z >m
`- HEAD-conaroNl Nr Iv 31 a W o° Z
m VERTICAL SECTION U; JL
z C's l
l Y z�1 52 p
MEETING RAI]S-COMPONENT'ID w o v 520
�? J�E
SEE GLAZING 1 6 V' o g M
DETAIL 1, w J >�
14 30� 17 SHEET 4 6 o o e o n
O �L\ ow cr
\2 ` -� 1/2"GLASS BITE NQ ® 3�e
31 CL� I ao u
12 14 7 _ INTERIOR 7/8" O.A. LAMINATED GLASS CONSISTING OF: cow aanLL
EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8"
ANNEALED GLASS W/0.090" KURARAY AMERICA Robeo J.A—a,so.P.G.
<_I - - C Fludda P.E.Ido.45752
-------- 5 -- - INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ 3,,.n.r.r,,,
�3 — STAINLESS STEEL SPACER (TYPE SS-D), p�E&
EXTERIOR OD= INTERIOR 1/8"TEMPERED GLASS
Q t No„49 52 O
�Rs t 1t
-------- INTERIOR
10 EXTERIOR pOt STATE?a ��
V_ERTICAI SECTION -���c�R,oPa�?•
- - �� gnl�q�t--- --- - - - ------- — •��S4�Qfs III
N
C 18
GLAZING D.ETATL I
PRODUCT REVISED
IlailAing CI" with tho Florida
NOA-No. 20.1103.08
Expiration oato 0 510 812 0 2 5
Mlam�e Protluc[f.on[ro(-
a ¢
N N
N �
O f �
d (q7
K �o
W
Ow On
1 ar a�
>p �
w
J Y
�g0 16 INTERIOR
12A _
�-
�U
SLu
SEE GV ZING � Q - �
DETAIL 1. } $LL
SHEET a -.....
Q 0
Lo z°
>Q F
EXTERIOR uima L
zo
Z
2 12 2 14 HORIZONTAL SECTION �j x-,o
1 1 op - TJPM IR SASH 0 o z N 0 a'
JAMBS-(AMPONENT ID �- o ~ Z
wog J° �2
0 RgF
Lu
1 ,2A 31 2 7 �,_ _ WZ V fit,
M1_` 1 2 w E
` En
INTERIOR o a �) ° aoLL
a
CI'�pYp --pp�-''yy �'• \ Rohnh P.E.N.1,975E.
4..A. ... .._._..I.....1 Fluntla P E N 9 2
SE Ai.E Lft3G �-- � �•.�:. =a ,Hn4rr
(Di
DETAIL 1• .I �pQ pMES rrir,�
ItSHEET 4 is Oq
�,
60 52 G i
- DETAIL 1 ' za
MASTER FRAME CONSTRUCTION
-- -- - 0 EXTERIOR
— - - ----(SASll-F4R-NME-SIM-lL—,XR)"
rrrrrn�iu��"`
HORIZONTAL SECTION
16
(JU LOWE'R SASH
✓✓✓ JAMBS-COMPONENT ID
PRODUCT REVISED
"awldl gg I". Rh the Florltla
RoA-m.. 20-1103.08
E.Ptrnno.pate 0510612025
Bp Ga
mmn,-.—d ro ucecon ro
[e
PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW PROPERLY SECURED 1X N $
WOOD BUCK BY OTHERS 54 INSTALLAATION ANCHOR INSTALLATION ANCHOR N 9
(SEE NOTE 3, SHT. 1 WOOD BUCK BY OTHERS o N
(SEE NOTE 2, SHT. 1) o v`
1 1/2" RAIN. #14 WS: 1" FAIN. EDGE DIST. ,
WOOD BUCK PROTECTION BY d
EDGE DIST. y17_ WS: 7/P,� MIN. EDGE DIST. 2X WOOD
OTHERS (SEE NOTE 3, SHEET 1) ".� �� F BY OTHERS
NUTS 2 i f g m c `°m -
SHEATHING (SEE . 1) o o" d o
CONCRETE BY OTHER.--• _.` 1 1 2" MIN. BY OTHERS�. ----...---------- �SF to w o r w
(SEE NOTE 2, SHT. 1) .• <"' „��: '�' v9.: EId EDMEIJ'T ----- - -------- - o zo
_ EXTERIOR FINISH-� 'r`:;_ #14 WS: 1 1/2" RAIN. EMBEDMENT a a f= w^ a� K
1/4' MAX. BY OTHERS �• �,�\ #12 WS: t 3/8" MIN. EMBEDMENT ZI o
- ---------- SHIN SPACE �� m
MAX n
EXTERIOR FINISH
14/ Y
BY OTHERS �" �SRIIM SPACE
PERIMETER CAULK �
BY OTHERS ' Imo❑ D PERIMETER. CAULK--- O
IL�I ¢ a,
BY OTHERS nQLo 0 g o oLL
OZ k� �
_ UJ
Z W
r �a
w z U)
- EXTERIOR ""� �ri CL
�1 VERTICAL SECTION 5-� �z
>0Wgz
L / CONCRI3I'E SUBSIRATE Z� —�4
WINDOW INTERIOR W U
HEIGHT /�� VERTICAL SECTION INTERIOR WINDOW 000 z
EXTERIOR WOODSUBSTRATH HEIGHTuJ o'f
n Z 8 sJ
00
W
Z
rR ANCHOR-TO-SUBSTRATE N c) F S n
L D�� EDGE DISTANCES ARE �� O
TYPICAL AND
�- - DES OF SUBSTRATE
BOTH 4 fl y n o(J
SIDES OF SUBSTRATE u
LU7 f-I ntla P.E.tJo.49752
O p i `�p111111/q/j/
PERIMETER CAULK _ �� :`��aQ':�,cEEN
4" MAX. 1 4' MAX. ,�- GiJtO
BY OTHERS 1/ / y9
----�SH!!d SPACE SHIM SPACE L 2. NoI4�7 5p2 �= _
--- PERIMETER CAULK s
EXTERIOR FINISH- - � BY OTHERS - � I4 WS: /2" MIN. EMBEDMENT
�g
BY OTHERS ! ? M EMBEDMENT O T'� � �lu
---+- - l -
CONCREfE 6Y OTHERS d. a�;S L
-- --�- ---- /i_ 1 1/2" MIIJ. _ \ r
SEE NOTE 2, SHT.. 1
#! WS: 3/B,.
( ) o EMBEDMENT
EXTERIOR FINISH ~� V
PROPERLY SECURED 1X " BY OTHERS -
WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1) SHEATHINGS 2X WOOD
BY OTHERS \. BY OTHERS
WOOD BUCK PROTECTION-- 1/4" ITW TAPCON $4 -I-•1 t/2 MIN. �,
EDGE DISL #14 WS: 1" FAIN. EDGE DIST. �(SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR —____-
SHEET 1 #12 WS: 7/8" MIN. EDGE DIST. \ PROPERLY SECURED 1X
WOOD BUCK BY OTHERS PRODUCT REVISED
#12 OR #14 WOOD SCREWS a plying w eh lb.Florlda
INSTALLATION ANCHORC3 (SEE NOTE 2, SHT. 1) suliAing cedp
VERTICAL.SECTION t+OA-N.. 20A103oDa
CONCREI E SU RS'1RA71i Explratmn Data 05/0612025
VERTICAL SECTION
IVOOD SUESTRATE
e
Mlom-0eao Product conero
4 L
K K �
#14 SHEET METAL �, H
SCREW/SELF—DRILLING SCREW 55 Hs R
ro
3/4" MIN. INSTALLATION ANCHOR w v
EDGE METAL SUBSTRATE d
(TYP.) BY OTHERS
(SEE NOTE 2, 1) ca
~ Z G LL
SHT.EXTERIOR FINISH W OO
BY OTHERS _
Z z� R
3 THREADS Mli,l. a n 0 w o o
PdBEDMEIJT BEYOND
INTERIOR WALL 1/4" MAX. w
r SHIM SPACE: uY
PERIMETER CAULK- U) o
E1'Y OTHERS
�o O r
INSTALLATION NOTES: Z z
$d
_ O a:
_ 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: �_t•= a
ANCHOR-TO-SUBSTRATE `'1.1. WOOD FRAMING. n
EDGE DISTANCES ARE I 1.2. STEEL STUD FP.AMING,
TYPICAL AND 1.3. ALUMINUM FRAMING,AND 5 z 1-
MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. g o,2 Z ai
EXT:<I pD SIDES OF SUBS 1'P.ATE .=Q w°8 'm z
---) 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J Q 0_
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,FRAMING AND y O O
-'� CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. y w S K
zp�JO ,
VERTICAL SECTION WINDOW3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U U z O S
METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEfMASONRY SUBSTRATE.WHEN USED,IX w S 4
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS w o g J w Q'
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR.MATERIALS MUST BE o �q
EXTERIOR INTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OP,MEMBRANE IS THE c <
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. M to r f?a'
R n 4. SHIM AS REQUIRED A7 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116" w-
OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 2? -B�ZZ'n
5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m
- TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" a M
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.A..,...P.E.
ANCHOR LOCATIONS HAVE+/-1"TOLERANCE, %rfda RE.No 49752.
HIM i ACt - �prauuryir - -
�p r 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: `p+%1 INMES�44g reel
PERIMETER CAULK—-.., 6.1. #12 FLATHEAD WOOD SCREWS(WS)W TH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM
���4�5 'cEMg D➢�-,
BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 718"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.
6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM
87ATE S
EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR �%O •- W�
SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. '.+ ts, C pip
A.NGHOR-LOGATIONS-HAVE-+l_-1=TOLERANCE �_ — _ _ -. h s ..N.t N•o
�-EDGE
EXTERIOR FINISH 3/4" MIN. 3 1 HREADS MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS
BY OTHERS y DIST.- \ EMBEDMENT BEYOND] (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
(TAP.) \ INTERIOR WAIL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE
14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE
V-METAL SUBSTRATE TOLERANCE,
SCREW/SELF-DRILLING SCREW 5� BY OTHERS
INSTALLATION ANCHOR(5 (SEE NOTE 2, SHT, 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY.
PRODUCT REVISED
V GRTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH onn`mn�10 "h thn Fbdtln
�y 6I8'I'AI.SIJ B3TI2A'I'E ASTM E2112.
NOa .. 20-1103.08
e�plrmion onto 05/05/2025
By if
wsamZ]S� iTol-
¢ a
2X WOOD 1/4" MAX. _ o 8
FRAME BY OTHERS-\SHIM SPACE o N
(SEE NOTE 2, SHT. 1) \ 1/4" MAX. SHIM SPACE - 1 1/2" MIN. EMBEDMENT -- CONCRETE o v
INTERIOR HIM AS REQUIRED
F IOR -1 1" MIN. EMBEDMENT - MASONRY d
#14 VJS: 1 1/2" MIN. EMBEDMEPI'i \
fiW TAPCON INSTALLATION ANCHOR o 0 0 o
#1 2 VJS: 1 3/8" MITT. EMBEDMENT \ � W r o a`m i-P
o0 0
1 1/2 MIN. EDGE DISTANCE - CONC. a r a w
#12 OR #14 WOOD SCREW 53 0� u— V 'L" PAIN. EDGE DISTANCE - MASONRY �w
INSTALLATION ANCHOR i
..
V.�9—CONCRETE OR MASONRY
#14 IhS: 1" MIN. EDGE DIST. 00 0o �� V BY OTHERS 0
Q V (SEE NOTE 2, SHT. 1) �
il12 WS: 7/8" II ARd. EDGE. DIST. q �o o go a LL
PROPERLY SECURED 1X Z 1 a 0 y V
PROPERLY SECURED 1X---"� WOOD BUCK BY OTHERS
r'2
WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) S
(SEE NOTE 2, SHT. 1) V -WOOD BUCK PROTECTION BY >
SHEATHING- EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) ¢ ��
BY OTHERS
EXTERIOR FINISH N=Q W N
EXTERIOR FINISH- PERIMETER CAULK PERIMETER CAULK_._ BY OTHERS :D a D_ m Z
BY OTHERS BY OTHERS BY OTHERS a�J in I
D h S
1-2 S
VERTICAL SECTION W UZZ
r 4
Z�CE-K
un
WOOU SI113s'PRA 1T: ANCHOR-TO-SUBSTRATE VERTICAL SECTION W 5;0'm nq
_"R
EDGE DISTANCES ARE CONCRETF/NIASONRY o g t-¢ ^
TYPICAL AND SUBSTRATE o
MEASURED TO BOTH `Y v~i i-- u a 4
iPACE J5
1/4" MAX. SHIM OF SUBSTRATE vmi� `<
LyM !n Z
pg SKIM AS REQUIRED W O ® o
Una
KU Sm�e
�14 SHEET METAL O
,'_1 l'° SCREW/SELF-DRILLING SCREW o�
INSTALLATION ANCHOR
1 Rohnn J.Amo—,P.E.
—....._...�_..._._....._.._._._......Y" Ml do P.F.Nu.49752
l PPER SASH JAMBS ,,`t NmEsj qy
EDGE DIST. (TYP,) ,p .pME$ ���
SHOWN.SIMILAR ��`�i20 �.?N
Ellpx/! —�- INSTALLATION1,OR e Q I1e�oLL52h'�o G
3 THREADS MIN. LOWER SASH JAMBS.
�o EMBEDMENT BEYOND INTERIOR WALL
L METAL SUBSTRATE BY OTHERS `''PFs��oiiiito a
4 - ! ( EE NOTE-2-SHT- 1) - -- -- — -- --- - - '� S10NAl71
-- —- �tlllll Rttl
\\--EXTERIOR FINISH
PERIMETER CAULK--/ BY OTHERS
BY OTHERS PRODUCT REVISED
EUIltlinpixV with the Florida
VERTICAL SECTION Expiration
20A10 i 08
Explrntlon Dnto O$f05I2025
L
JSUI35'l'RATE � ey �•.J
Miam-. e Pro uet contra
a a
�Imi. o= FU
0 Y
OMAIN FRAME SASH FRAME SASH COVER SASH STOP FRAME o w
2 SSLOPED SILL COVER d Q z !
WHITE RIGID PVC O WHITE RIGID PVC WHITE RIGID PVC COVER WHITE RIGID PVC °a a
TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC
TYP.WALL THICKNESS 0.075"
e--.4.170"-1 TYP.WALL THICKNESS 0.070" ,
0.298" 3.450"-� '1 Y
2.730" Iy
I-- 4�,L
.-. 2.
5"
6 1.400^ fG- -- �--�- a o 0
02 0
-_ t- m
1.350" 1,635"
3.250"-m� 1.530 g
Z_ a
GI,A'7,INU L+ll 1_1dAiL HANDLE GLA7,IN(s I1F,AD STOP POCKET HEAD COVER j p' REINFORCEMENT �-z
���� o` I.NTF+RI,OCK COVER =W Z
O WHITE RIGID PVC C_l WHITE RIGID PVC CU WHITE RIGID PVC ® WHITE RIGID PVC STEEL N i a z J TYP.WALL THICKNESS 0.055" TYP.WALL
TYP.WALL TICKNESS 0,055" n a z z
TYP.WALL THICKNESS 0.075" TYP.WALL a mw
THICKNESS 0.06"
1 �o.3os^ THICKNESS 0.070" ° w go
1- Vag a
L� 1.857 W0.953" 0.891" .9q <�j > ) ,4
E
�-0.280 (TYP) V0
0.329' 1.722' KT_ 0.85 1.077T�
g g s M g2
4
m tey
lo
ch Jv
CAM S�5'I:EI'LOCK 19 FACE MOUNTED KEEPER_ `D8 �'
CONSI:4N'f FORCE w u"
STEEL O STEEL BALANCE a�LL
TYP•WALL TICKNESS NA TYP.WALL TICKNESS 0.070" Rob.dJ.A..n,.,P.L.
-� 1.750" �--- +0,000 Flunda P,E,Nu.49752
f+--2.836" _ _-1 F-a-0.150" 0.665' _0.1 OO
L t.326" I�
osaT' 1.220 DIA.MAX.
B OOl tom@ 11i
52r --�"� -0.070" 1685" +0.000 O `i
i2.062" �A�� �LATE•� tys,t
0.467"
'J:-- -�
0.525"
PRODUCT REVISED
no co pp yl,q Wlth the ylorlda
3.11dNOA-N., 20-1103.08
e.piratl.n pat.05/0612025
oy
MI-1-bad,Product C.ntro
Series 530S Double Hung./Bill of Material
It..No. Description Part Numbers Su' Iler Material o
Frame Com ...ts ne
1 Master Frame IV Whit.7780 Ene i/Real White PVC(2, .��_' N
2 Sash Frame(OperatingSash NWhite 128ZIT750 En.i IIR at While PVC(2) m 'r
3 Sash Cover Head(Keeper Sash) NLVhitef076M2S EnergilRoyaf 'White PVC 2 HURRICANE d o
4 Sash Stop Frame Cover IV White 1 070 17736 Energl/Royal Whit.PVC(2) =m 2
�J 5 Sloped Sill Cover IVWhite11811:7736' Energll RoYSI Whit,PVC(2) TILT LATCH l- Ko �p ��
8 GWzingLiftrallHantll.(OporafingSashas) NWhIto1D6517747 EnorgllRoy51 WhhePVCo-(2). STEEL-ZINC COATED w °ry •`_" °t=
7 GI.I.9 Bead Step(Operating S..ha.1 IV Whit.1067 IT745 Ener)IR al Whit&PVC(2) O wN w�. Luo 8
8 Interlock Cover(Operating Sashes IV While 118 or01772T En it Royal White PVC 2 a <p `
9 Pocket Cover HeadI IV White 1073/777A Ener llRo alWhtto PVC(2) p.F wQ p-0
Reinfomemont 0,697" O o s rt ]w
w
10 Operating Sash Perimotem I Heavy Reinformatent ST•228.144-0,052 Hygrade Moral, 11"G.1,b) 0176"-
11 ¢6z5/8"TeklSash Reinforcement Fastener 117595 GLF Corporation .
on 0.323" Y f�
West henslrl ing _
.210 z.300 Fin Seal Packet Cover 1107317724/1'rame Head W23303NWODOO Ultra-Fab 0.345"
0.205"
.210 z.300 Fin Seal P.cketCo4er111B117738)(se Sill W23303NW0000 Ultra-Fab
12A ,210 z.30DFIn Seal Sash Frame 11282l7750/Keepa er Sash W23703NW0000 Ulua•Fab
.210 z.300 Fin Seal Sash Frame 1128 2 1 775 0 1 Lack Sash W27303NWOD00 Ultra-FdD In.210 z.300 Fin Seal Sash From'/12821775D/Lack Sash W23303NWODOO Ultra-Fab 0.377 0.709"
O
12B •187z.300.Fin Seal Interlock Cove r/11801T727/Kee rSash W23301NWOW0 Ultra-Fab 0.166" ?yam o
.187z.300 Fin Seal lnterbck Cover/118D/7727ILacit Sash W2330INWODOO Ultra-Fab p
12C .270 a.220 Fin Seal Sash Prams/Single Le Screen Frame W112267M000 Ultra-Fab 0,377" 0 U)a
13 .200 z.340 H-Bulb Seal Sash Frame 1262/77501 Lock Sash E207IBM2020 Ult.-Fab1.90Fi" 2.260" SZ a
Glazing } >W
14 Wel Giaz.( .ratio Sssh 5.622"
& L7 z
--
1G Opemlin Lock Sash E36G 2.Tmm 109.0 PYB InPeda cr'3 HuMeona Lammeta trn aef Cantina) U=m Z O
18 O cralin Kao er5ush E3662.7mm109.OPVe Int.la J7. Hurtkunc Lominnte trn act Cardinal 0.6694 z. O
17 !Gross Satan Blocks Sash 2N8.811-0.125-032-M IFrank Lowe I V) Q
0.803" 1.067" O n a v
18 DU IG with XL Ed.SS Spawr 53-D TYPE - Cardln.l 51,111-1 Stool J Q m oU z "J
19 Face Mounted Kea r steel Truth Hardware. a C9 g n rrc N
Scroon Com anent.note))c 06516N W10'ed Insaclian vlows 1.012" a 0.709" 0,f- Q
20 Single Le Frame N.w Whit 06516NEWi82 Sha.s Unlimited Z
21 Doub16 Le Frame New White 0651SNEW/92 Sha a Unlimited W V U Z F J?E°
22 Tensions rin s 2584 Ade t LL��s� n ,^,,
23 Fiber Iass Semen Cbth Chorcoal/60":z9G' 3002600 Phifor 0.157 o g P�
24 SGmm1 S Zino EX-FLX-0165SK Ira oriel Plastic USA - 0.544 0 �p
25 Aluminum Corner Keys CK252X200 Hygrade Metals
28 Screen Clip Clear H-084 Product 13.91 w
Mm c(te
27 Set-Clip Clear H31S0 Product Oeai n L g
Mtse.Can
n.nta,Hardware and Hardware Fnstoners not all components ID'ed In section views) (r)
W 8 as
2B 30Ib.3 Coll 1984 Series/Conslam Force Balance 803830 Amaebu /Truth - •-
20 Net Used n1. Na W u Q'7 w
30 Hurrkana Tilt Latch 1057A-003-EW Vlskn industries to
31 Pivot Bore ITShaped Head 6987 Viskn Industde.. np
32 GAM Typo Sweep Lock 322DSS-003-EW Truth'Heniwar.- L °
33 W.op Hale Cover= H-BD6WHZ Product Design �
34 Murnin Bar W58W H rade 7v®�,[}A�Metals 1_ U Robert J.A-r-,P.E.
35 Muntin Bar End Plnu 058P H rade Metals -"' FI°nda P,E.No.4975i
- 36 Inter)ecItcover -timUh-SesD7LdckSeah - H.7Vtrt IeemerIt- - - RH-Products - - METAL
9 y _._ '___._-"1T+E1OIitt/I!'
37 Interlock Cover(OperatingSash IKea.rSash HH•6G,G ICam.nt RHProducts
38 LlFtrall End Cap,Whit. 0915Gt001 S.I.L.Plastic E NSF o9GG4 38 Stainless Steel Staples 31B a 12 Sash BEABOi10 Smith Staple
40 .75 PI WhIo alone.
3Foam Bbck W0511000 Lo..t 1.r i, Noz d�� p+
41 .75 Whltc Balance Plu 21300-0007T Loma[ak .*
42 HurrkanoGrnde Spring C3025 James Spring Wiro 0.559"
43 AccSet. Pads Installation Translucent 3220SS.003.FW Nova and Sikcon.e 0.352"---I -- -
- 44 Safo Seal Lock 32203E-0D3{W VI9bn lntlusDLe
45
46 A6.r32"Trl-Rwct 0401275 Gri f9Ash Pivot Bars 1200301-Eta. GILF.Cor sion tlora0on �•-��i SyONj1i`��O``""-'
47 R8-18 A0.850 Flat Water Shoulder l Sash lHurticano Latch 137341 GLF Co oration j}q t1t11UT
40 08 z 11/4'Tok White/Locks 120376 GLF Cor radon ..a
49 M6z1"ToklYhiteIKaa oro 116821 CLFCor moon• 0.551 _- D ° 0.748"
50 W 8 a 314"TOk 1 Pan H.ad Balance Shoos 120766 GLF Cor oration
51 05z318"Tok l Screen ClipsWhite 116506 GLF Corporate
52 912 s 3'Flat/Installation Serowe 40ilte GLF C oration -0.368"
Installation Fasfenors
.53 $120R O14WOODSCREW Na Na _ _ Steal
54 114"ADVANCED THREAOFORM TAPCON Na RW 'Steal 2.372 1.122
PRODUCT REVISED
55 1014 SHEET METALOR 9ELF•ORILLIN09CREW I n/a Na 11
eomplyln9'-'rHh the Hand,Soilding Code
(O HnI.do Ntatab Spedfiu0un:AIM 10.5 to 1010,IS To,A and ILM bl to W WYield 1lranze,Gba GWvanbad IN.,... 20•1103.08
(2)ENERGI FWESTPoITRJN SOLV IICPIS USA,INC.Ve1WoHtNT MIANL-OAO1 NOTICE OF ACCEPTANCE INOA), Eaplmtlon Date 0Si031Z02$
ey ��
m-I-O..e Product Controt-