HomeMy WebLinkAboutProduct Approval (5) RECEIVED A� /
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MIAMI•DADE NOV 12 2021 INIIAivn—DADS COUNTY
# PR, UC L SEC'rlON
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Permllline eet.Room 203
DEPART%,LENT OF REGULATORY AND ECONOMIC RESOURCES(RER) / lien ' -orida 33175-2474
BOARD AND CODE AD\MINISTRATION DIVISION 1 786)315-2599
NOTICE OF ACCEPTANCE (NOA) �I� 1-3 19 'lilino
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Regency Plus,Inc.
2000 Locust Gap Highway ST. LqCIE COUNTY
Mount Carmel PA 17851 FAmcc (111?14
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 Counvy Product Control
Section(In Miami-Dade County) andl 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 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 01/12,109, with revision L dated 10/20./20, prepared by PTC
Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E..bearing the Miami-Dade County
Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-
Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series.
and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in 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 1, 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
r Expiration Date: May 06,2025
MIAMI-DADECOUNTY ' Approval Date: January 21.2021
01/21/2021 Page 1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0122.0.5)
2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets I 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.
B. TESTS
1. Test reports on: l) 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 b y Harold E. Rupp, P.E.
g Y pp�
(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 201-94
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)
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).
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.08
Expiration Date: May 06,2025
Approval Date: January 21,2021
E—l
Regenev Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol®
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 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 N®A 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 7"' 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 Zliao,P.E.
Product Control Examiner
NOA No.20-1103.08
Expiration Date: May 06,2025
Approval ®ate: January 21,2021
E-2
REGENCY ]PLUS® INC. � o
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SERIES 5305 TILT VINYL DOUBLE BUNG WINDOW WINDOW m
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oINSTALLATION ANCHORAGE DETAILS
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7lh EDITION 2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE
Y
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETElMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCP,ETEWASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCP,ETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR -4 0
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. J Ft 2i O
a
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 01/0B/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,19-0312, 05. a
S
MATERIAL: Z 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER GURRENTMIAMI-DADE NOA,
5.2. REINFORCEMENT:
5,2.1. GALVANIZED STEEL TUBE(0.730"X 0,434"X 0.06"THICK,Fy=30-50 ksl 8 Fu=37.5-68.7 ksi)-SASH PERIMETER ?a a w m m Z
5.2.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY K.URARAY AMERICA.INC.PER CURRENT MIAMI-DADE NOA. w
J
O.U' W O
6. GLAZING: } 'z 00
6.1. GLAZING DETAIL AS TESTED: ZcnI, _,Z
6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. wU O U Z
6.1,2. GLASS THICKNESS:(1j LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. w 0 j B o
6,1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TP,OSIFOL INTERLAYER BY KURARAY AMERICA,INC. W o g H ) o
6.1.4. SPACER TYPE'SIZE:7116"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,."552"BACKBEDDING WITH A SNAP-IN(2)•LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. - Co 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 n 0 o
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, w
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ.
w
S. 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". a
9, FOR ANCHORING INTO CONCRETE/MASONRY USE 114"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 Raban J.Amoni,o,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. Ronan P,E.No.49752
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ��....
10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE r<C. .......... fo,4
WITH 713"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS TABLE OF CONTENTS �'•.G
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE 1.1"TOLERANCE. . :• No 4g 52 %L.DS
10.2, #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION • •x c
WITH V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS .0O.23
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE t/•I"TOLERANCE. 1 NOTES `11 STATE�O
11. FOR AN 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) �y+F.Q'•�4 O R%04-6�J•,
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCEAND 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS) 14 ONA�E�,,"
MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS,ANCHOR LOCATIONS HAVE t/-V 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 0.65(HVHZ) HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PRODUCT REVISED
13.2, CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI $ ANCHORAGE e�,,mpi i, With the Florida
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF Uoa-Ne. 20-1103.08
13.4. METAL SUBSTRATE:STEEL 18GA(0,0428'),Fy=33KSI/Fu=45 KSI OP,ALUMINUM 6063-T5 0.048"THICK MINIMUM, 9 COMPONENTS e.Ptrauon 0ato 05104312025
13.4,1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
10 BILL OF MATERIALS&COMPONENTS 0r
raiamt-oa oT�vroauer conir'of
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SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW o o K
�3MAJX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING
WTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE a
—49�"TOP SASH_ (CONCRETE SCREWS)
WIDTH W o o o n a
w sP' w a
451-TOP °om ¢0
SASH w r y n w o u
<`w w
D.L.O.WIDTH 3"FROM CORNERS
C @ HEAD&SILL TYP. r Y
4 6 6"FROM JAMB
-- ...- -- -_-- --- -—._.._._...- - -_- - Y- .. ..--�_.._ CORNERS TYP. g o
._-..__••____—__._.__._._.......__,...--. _f♦..� ............. __. ....-.... 2 O
2"O.C.TYP.FOR �o t N
WOOD SCREWS. g
32 is'TOP Vi D 4"O.C.TYP.FOR z¢ o
36 e TOP D III SASH 8 " g CONCRETE SCREWS.
i
77"MAX. SASH 5 5 D.L.O.
FRAME HEIGHT �/ I� HEIGHT $ / . I $no so m F
�m
HEIGHT 1 141"O.C.MAX.TYP.WOOD aim¢a) z
[_ M tin Rail — a a a m
„ „ „
��. ll — _ 16ae,� ,®.,� =—,.�1 SCREWS a _j g� S
j �w p
2"O.C. 13' O.C.MAX.TYP. 10 2�0
I 6 IIi II w� >39 33 BOTTOM TYP.EACH SIDE CONCRETE SCREWS a -z $
u N y
BOTTOM 6 SASH OF MEETING RAIL w S❑
HSASHEIGHT I �I 5 D.L.O I!' X Pz
II INSTALLATION NOTES:
oo mR
HEIGHT
„ � I ST S -
u 1. HEAD AND SILL a
s
---- ——
ANCHORAGE THE SAME. Dui $
q I a
A 2. JAMB ANCHORAGE SAME, w N
1516 6"O.C.TYP. 3. +/-V TOLERANCE ON a 4 m
\�-DETAIL 1 @HEAD&SILL ANCHOR LOCATION. d LL
461136"BOTTOM (SEE SHEET 5) 3.1. TAPCON MINIMUM RcbM J.Amoroso,P.E.
SASH - SERIES 5305 TILT VINYL DOUBLE HUNG SPACING IS 4"OC. Flo 0P.E.Na.49752
D.L.O.WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING
50'"BOTTOM EXTERIOR VIEW-ANCHORAGE SCREW MINIMUM
WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2"OC. e
-- SASH 14 No 43 52 �Q
WIDTHSTAT
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES:
HUNG WINDOW WINDOW 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 112"WIDE %`° °q•��''�'�`'
�!4S�ONA�
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
C55.�O/-55D.0 LARGE MISSILE HORIZONTAL SILL FACE. MR DUCT REVISED
IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 114"AND EMPLOYING A PLASTIC WEEP B.iimTd'of with the Florida
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL wOA-N.. 20-1103.08
F.pi-tion onto 0 510612025
FACE. By . ram
mi,mt-oaao rr'ou��e co"troi-
z
SERIES 5305 TILT VINYL DOUBLE HUNG_WINDOW_WINDOW
_ c
_ 53"MAX.FRAME—® INSTALLATION-INTO METAL SUBSTRATE (SMS, TAPPING OR p = a
WIDTH i SELF-DRILLING SCREW) k o =LL
=m
49 "TOP SASH—� I w p o 2� p
WIDTH
a QO
453'TOP 00 Ba °w
SASH
D.L.O.WIDTH 3"FROM CORNERS_ a
s
�; I @HEAD&SILL TYP. _ I
C B
q III I 7 6"FROM JAMB
CORNERS TYP. — m
➢ — - i�a
=-4a
2"O.C.TYP.FOR SMS o—
��� 3215'TOP �I SCREWS. L= o
36 "TOP D r Ili SASH E
SASH 5 8 X $ z
77"MAX. s zl—
HEIGHT 5 D.L.O.
FRAME I Il / III I HEIGHT = wo m
¢ z
HEIGHT _ IIL "i —L Meeting Rail <°
�__�➢ 9 g O C OR SMS g a W x 5--— ---- i- — — -- �- .MAX.TYP.F O
B ------ iI--- 2"O.C, SCREWS
33BBOTTOM zr,jon
36"' /� . 006
3 v
BOTTOM 5 ! I: 5 SASH OF MEETING RAIL i Jo F� e, e
SASH X •: D.L.O. X N �z {a ai
HEIGHT �� l H T �/ INSTALLATION NOTES: M�
...._.-. HEIGHT ��
— "
I
J --- -- � - --- --- � -'_�I 1 _ � I HEAD AND SILL 9nw a �z
J ANCHORAGE THE SAME. W "-
A 2. JAMB ANCHORAGE SAME. cn
4 95,'-0"O.C.TYP. ! 7 3. +/-1"TOLERANCE ON "LL
DETAIL 1 @HEAD&SILL ANCHOR.LOCATION.
46 "BOTTOM (SEE SHEET 5) 3.1. SMS,TAPPING OR RobCrt J,Amore,P,E.
SASH — SERIES 5305 TILT VINYL DOUBLE HUNG SELF-DRILLING Flo Ma N.45752
D.L.O.WIDTH WINDOW WINDOW SCREWS MINIMUM
„ EXTERIOR VIEW-ANCHORAGE SPACING IS 2"OC.
50 g BOTTOM
SASH —� om .,
STEEL SUBSTRATES ;c IVo 4s
WIDTHSTAT
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: �9� °�Op10e:NZ`�''
HUNG WINDOW WINDOW 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE
rh4N��unN`..
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 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP 9ulldlnp God°th tho Flo ida
NOAado. 20.1103.08
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL eplr.eton onra05!06/2025
FACE. a ✓-
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INTERIOR
EXTERIOR ��lo0 106 19
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1 6 ,EE DETAIL 1. \J S (50
� VERTIC,AI,SUCTION SHEET a
HEAD-COMPONEN"C1I) 16 u a a uJz m :9muz
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A1I'E'I'ING RAILS-COMPONENT ID w o c¢z
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1/2"GLASS BITE N s
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12 7/8" O.A. LAMINATED GLASS CONSISTING OF: coN>
14 INTERIOR 13 n� 1 1 1 a
7 EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8"
ANNEALED GLASS W/0,090" KURARAY AMERICA Flodhal more-.P.L
U 02
INC. TROSIFOL INTERLAYER, 7/16"AIRSPACE W/ �,,,,
33 .''�
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STAINLESS STEEL SPACER(TYPE SS-D), '
1 1`J -_ INTERIOR 1/8"TEMPERED GLASS .�OQ•��¢Elagt OOG�
EXTERIOR � '
-
1 G 9•••�STATE��12J���
VERTICAL SECTION —L EXTERIOR 'o
\�\ AE.••C p R tOPOa�
�n S1LL-COMPONENT ID
2 18
GLAZING DETAIL 1
PRODUCT REVISED
Bull—ICI fl dc with Iho R.11d.
NOA-No. 20-1103.08
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SEE GLAZING, S 4
D'c7AIL 7, Z
OSHEEP 4 l } .06
Z r =Z m J
EXTERIOR_ 1 J a 0-9z
2n 1 p tz_ 2 14 HORIZONTAL SUCTION O w DQ-
of-,o of "
�n�r_R SASH o c�i z n Q F.
11 w- SZ m
JAMBS-COMPONENT ID - = o J o
U wN
1 'zA -31 2 7 16 — — wZ
a 12 w�
INTERIOR 5 = a MLL
Robert P.E.N.4 P.E.
I„-{_ �_],„y• � � Flonoa P.E.No.99752
SEE GLA1111 -- tppfirit,
DETAIL 1. ta�-1 \ patl�pMES A��4.
12A SHEEP 4 ��4Qj+�GEIYS k�9
�a 10 ..�,
:oar ro"asZsz
-- 4 DETAIL 1 I�p *
1 '�J EXTERIOR 1VIE1S'➢'ER FRAME COiVS'TRUCTION
(SASH I'RAML SIMILAR)
zc �E HORIZONTAL SECTION
LONER SASH
JAMBS-COMPONENT ID
PRODUCT REVISED
plyying with tha Florida
gulltling Codo
NoA .. 20-1103.08
Explmnon Date 0510 612 0 2 5
M1llaml-Oatlo Pro uct Contra
¢ a
0� Irk: X
PROPERLY SECURED 1X 1/h" ITW TAPCON #12 OR #14 WOOD SCREW PROPERLY SECURED 1X � R
WOOD BUCK BY OTHERS 54 INSTALLATION ANCHOR INSTALLATION ANCHOR -VlOOD BUCK BY OTHERS N N'
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1)
WOOD BUCK PROTECTION BY 1 1/2' MIN' #14 WS: 1" MIN. EDGE DIST. d
OTHERS (SEE NOTE 3, SHEET 1)- EDUE DIST. 2X WOOD o
#12 WS: 7/8" MIN. EDGE DIST. xm �w x
v .� BY OTHERS k^ u
CONCRETE BY OTHERS- \\ •`` .�. SHEATHING (SEE NOTE 2, SHT. 1) w o 0 2 u o
b\. �.' 1/2" MIN. BY OTHERS -- ---- o w• w
(SEE NOTE 2. SHT. 1) EMBEDMENT / - 1-------L <z �
EXTERIOR FINISH m14 WS: 1 1/2" MIN. EMBEDMENT °' a 0
1/4" MAX. BY OTHERS /12 WS: 1 3/2" MIN. EMBEDMENT' ❑ aR x
---
w ,_:'.•.,... _ -ti._ SHIM SPACE , •�..,—
EXTERIOR FINISH _�SFIIM SPACE rc
BY OTHERS n -
PERIMETER CAULK- /�Q�II Ou �� W
BY OTHERS I YYY=== Q PERIMETER. CAULK- �� n a m �
IIInr� BY OTHERS Q❑ u� g0o
z S u a��
�
C7 w zN
DG ni=Q wrn *m ~
EXTERIOR lS a a m>-
Z
tL 0-'=Z
_VERTICAL SECTION oo n
CONCRP fE SUBS'172ATE Z D<—r 4
W U
WINDOW INTERIOR INTF�IOR r U Z� 4
HEIGHT VY;R1TICpALSECTION HIEIGHT W° sw a- e
EXTERIOR �o�tw
0
0 rng�
V w
rR ANCHOR-TO-SUBSTRATE
J DC7 EDGE DISTANCES ARE DG=a wQ
TYPICAL AND `7'p
4 MEASURED TO BOTH °
SIDES OF SUBSTRATE
R°bart J.Amoroso,P.E.
Flonda P.E.No.1,9752
Q Q q jpMES. �.
PERIMETER CAULK uU HERS -`� � 1 4" MAX. �O 1/4" MAX. 'doeS•';�f•
BY OT SF IM SPACE ShIIM SPACE *•• I
— � 4 No+44 52 OS;.
PERIMETER CAULK -
EXTERIOR FINISH---_ =a 2 a;
_' —�- BY OTHERS I --�
BY OTHERS - _ I _ _ I' #14 WS: 1 1;2'• MIN. FM
BEOUEtJT :p TAT Fi v-
-[-- �!. y12 W5: 1 3/8" PAIIJ. cMBEDMENT �,p R P t'��
(oECNUTEBY OTHERS—.. e _ 1EM1/2" IN >r' \ --�I ,'��SSON.
NT
EXTERIOR FINISIi -'"'^ `�• �
PROPERLY SECURED 1X ' :,
BY OTHERS \_ ---
WOOD BUCY. BY OTHERS SHEATHING � 2X WOOD
NOTE 3, SHT. 1) BY OTHERS \ BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON S4 1MIN. \ `(SEE NOTE 2, SHT. 1)
EDGE DIST.
BY OTHERS SEE NOTE 3, INSTALLATION ANCHOR (11 WS: 1" MIN EDGE DIST.
( SHEET 1) #12 WS: 7/8" MIN. EDGE DIST. T` PROPERLY SECURED 1X
\-WOOD BUCK BY OTHERS PRODUCT REVISED
#12 OR #14 WOOD SCREW�3 (SEE NOTE 2, SHT. 1) o'na'mulc a wltn ehe Fl°.Ian
VERTICAL SECTION INSTALLATION ANCHOR\\ NOA N 2a„o3.o0
CONCKEl F;SUBSTRATE � VERTICAL SECTION eaPhntbn nnm 0 510 612 0 2 5 aye
`� / 1V000 SUBS"IRA'CF?. Mlnml-oaan P.°dn°t c°neFT
R
#14 SHEET METAL rt
SCREW/SELF-DRILLING SCREW 55 c� m
3/4" MIN. INSTALLATION ANCHOR - v
EDGE DIST.-- I METAL SUBSTRATE o
(TYP.) BY OTHERS =m x
u p O
(SEE NOTE 2, SHT. 1) W o o '0
EXTERIOR FINISH C m 6
BY OTHERS R
w d >< w N
s
F-Z
.'111. 3 THREADS MIN. a o O 61 p o
'EMBEDMENT BEYOND D O D w
INTERIOR WALL 1/4" FlAX.
w
SHIM SPACE
_—--------_-.--._._._.__._
PERIMETER CAULK-�� n
BY OTHERS QILI
J
F
O i`l in LLO
INSTALLATION NOTES: Z 7 3
00 ?
n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 0 r a
IIJ( c 1.1, WOOD FRAMING,
ANCHOR-TO-SUBSTRATE } �J ° �
(} 1.2. STEEL STUD FRAMING,
(�JI EDGE DISTANCES ARE z Oa
TYPICAL AND 1.3. ALUMINUM FRAMING,AND U N z�
MEASURED TO BOTH 1.4, CONCRETE AND/OR MASONRY. Z =Z m vi
EXT I GL"'� SIDES OF SUBSTRATE N= w 0
r 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J n-n.m W Z
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,FRAMING AND y 17-i
CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U °
r JO
-1 VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETE'MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U U�-z 4 q
METTAL SUBSTRA'ITE HEIGHT PASS THROUGH VVIPJDOW FRAME AND 1X BUCK INTO CONCRETEfl iASONRY SUBSTRATE.WHEN USED,1X W OJ H S¢ a 'R
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o g t-w 6N
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o J~
I IJ _R P,
P T RAT EP SAED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE
EXTERIOR R,'
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. co ® s.
inm ®o"
J� 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" w
�L— OR GREATER.OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". Z
n ,1J cWnw ��LL
El4 I_ - � I � 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH �
(T 11L11' J TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1" a n
ILtI " MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN F
ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Rosen J.A..,u.,P.e.
I/.1" MAX. ANCHOR LOCATIONS HAVE I.1"TOLERANCE. Fla d.P.E.N.A5752
o q SHIM ;PACE pW,profrr
p 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: E_S h��
PERIMETER CAULK- 6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/6"MINIMUM �O�Qi����Epsqe O`
BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR �O �P
T SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. i N049752 t04
ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
6.2. #14 FLAT HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM
.:
EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR %p:-STATE'
-------�- SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ��T%�R'C`p
ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ���4 troops!ONA1 r,a
3/4" FdIFJ. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS
EXTERIOR FINISH - 3 THREADS MIN. SMS
BY OTHERS EDGE DIST.- \ EMBEDMENT BEYOND ( )WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND ACING O 2" INTERIOR WALL
/IYP. \ WITH 3l4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE
INFERIOR WNALL ANCHORS AS SHOWN. IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+/-1"
#14 SHEET METAL W'—METAL SUBSTRATE TOLERANCE.
SCREW/SELF-DRILLING SCREW BY OTHERS
INSTALLATION ANCHOR 55 (SEE NOTE 2, SHT. 1) 0. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY.
PRODUCT REVISED
VERTICAL SECTION B. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ana`ai�°co ilh tha Flutlda
a M11G'I'AI.SIJ I3S'IRATL" ASTM E2112, Ron-Ro. 20-1103.08
e>rdrvtlon Dpta 0 5/0 612 0 2 5
a
wi mCha dv Freducl ten[roT-
a
w
2X WOOD— 1/4 MAX.. N k
FRAME BY OTHERS \SHIM SPACE o 9 N m
\ 1/4" CONCRETE 2
MAX. SHIM SPACE- 1 1 " MIN. EMBEDMENT -
(SEE NOTE 2, SHT. 1) \ / w B
INTERIOR SHIM AS REOUIP,ED 1" MIN. EMBEDMENT - MASONRY d
0
#14 WS: 1 1/2" MIN. EMBEDMENT
#12 WS: 1 .3/3" MIN. EMBEDMENT I 54 1/4" ITW TAPCON INSTALLATION ANCHOR W po in o� a
w w:�,e w o
d Q 0 6 K Q N
o(� V 1 1/2"" MIN. EDGE DISTANCE - CONC. a a w
#12 OR #14 WOOD SCREW 53 �'LJ �� 1 Q 2" MIN. EDGE DISTANCE - MASONRY =w wR
INSTALLATION ANCHOR
,S—CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DiSl. BY OTHERS
1112 NlS: 7/8" IMIN. EDGE DIST. q �d p a d (SEE NOTE 2, SHT, 1)
g, PROPERLY SECURED 1X 0 = d
PROPERLY SECURED iX-__� WOOD BUCK BY OTHERS p z �
WOOD BUCK BY OTHERS °` "`-` '' D ����-� ¶ O "`• "•" N� (SEE NOTE 3, SHT. 1) ow
(SEE NOTE 2, SHT. 1) �( �'L)1
SHEATHING BUCK PROTECTION BY
EXTERIOR `' '' OTHERS (SEE NOTE 3, SHEET 1) �m
BY OTHERS ` 0�m=m m
EXTERIOR FINISH to=¢wQ m z
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK_ BY OTHERS a a ml y y
BY OTHERS BY OTHERS BY OTHERS t w
aUJ Og 3 a
U y:2 0�
C VERTICAL SECTION o zo Jg e
WOOU SUDSTRA"il ANCHOR-TO-SUBSTRATE �y'� VERTICAL SECTION w F 50
- EDGE DISTANCES ARE ` L - NCRr:CG/liASONRY o ��
TYPICAL AND �.-/ SI)I,STRATG o -' -
MEASURED TO BOTH G a
1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE mw K'
INTERIOR SHIM AS REQUIRED w< =
wo
rx0 R, hw
wo FRY�a
,i #14 SHEET METAL 0
' 55 SCREW/SELF-DRILLING SCREW .a
\i INSTALLATION ANCHOR -
ru_+ Rf..d P.E.N so P.E.
Honda P.E.Nn.45752
L� 3/4" MIN.
EDGE DIST. (TYP.) 1JPPER SASH JAMBS �,a�pXEg"��n,�
�� �A A
SHORrN.SIVIILr112 �`�s ���c
INSTALLATION FOR
THREADS MIN, LONVER SASH.JAMBS.
EI,IBEDMENT BEYOND INTERIOR WALL =
�31'. ESTATE O
lam- 0,��.ri.O p.V�p'J.
a`�at4�:
�—METAL SUBSTRATE BY OTHERS
-- (SEE NOTE 2, SHT. 1) �'�4 S�ONA„i\�.•��`
�� 1. ,:•�
\ -EXTERIOR FINISH
PERIMETER CAULK BY OTHERS
BY OTHERS PRODUCT REVISED
BUIltlingtil B with tho Florida
N pl,mt.°do2D•1.101 08
\� VERTICAL SECTION Exolravan Bato 0 5/0 812 0 2 5
M ALSUDSTRATE B
ml m-oaeee Pr°d,°e Control
R z
N H
V
A
O
d aJ
oi MAIN FRAME SASH FRAME SASH COVER �� SASH S'I'OI'FRAM) a w o w
WHITE RIGID PVC O O l/ 5 SLOPED SILL COVER a o o a< ~
WHITE RIGID PVC WHITE RIGID PVC COVER WHITE RIGID PVC °E '. °°
TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL THICKNESS 0.075" W w w
1-. 4.170"� - TYP.WALL THICKNESS 0.070"
�0.298" 3.450"--� Y
D.315" I
2.730"
._L- n �1 n 0.565" u o
kl
1.400" 6-rf-8- 1.000" g o o LL
� a
00
o
GLAZING UFMAIL HANDLE GI.A%ING BEAD STOP POCKET HEAD COVER 10 REINFORCEMENT
WHITE RIGID PVC 7 8 .INTERLOCK COVER O STEEL
C WHITE RIGID PVC - O m
TYP.WALL THICKNESS 0.055" WHITE RIGID PVC 9 WHITE RIGID PVC TYP.WALL to
TYP.WALL TICKNESS 0.055" a a
TYP.WALL THICKNESS 0.075" TYP.WALL �¢ .mw '� y
j �0.306" THICKNESS 0.070" THICKNESS 0.06" a cs w 00 j L
1-�
l }�goS-ni a
1.857 0.434 W00Z 0.953" 0.891" 0.914" O
--I f o.2so"tTYP) g
1.722" 11- 0,85' 1.0770,329
1.121 -
3ni qwMP0.730"
pp3-4
M
w C
I� U
FORCE CAM SWEEP LOCK � '1' �
5� log FACE MOUNTED KEEPER SCONSTAN ~STEEL STEEL BALANCE
TYP.WALL TICKNESS NA TYP.WALL TICKNESS 0.070"
Rehert J.Amoroso,
Fl-dtl P.E.No.49752
1.750" +0.000
2.836"�.J --��{- -0.150" osss" _0.100 +.+�"jptnES q''�.,,
--- 1 I -r .220 DIA.0.687" 1.326" MAX. ..e4 o
_0.1002.062" .E.3r.r t.s.g5.�24•/.p9'G•si0
li� 1 0.467"J y
PRODUCT REVISED
omplying with the Florid.
Bnlldin0 t%odo
NOA-No. 20-1103.08
E.plration Oato 0510612025
_ ey tom'
Mlami-Da o roduet eontro
Series 5305 Double Hung/Bill of Material X
M.No. Description jPanNumbers 15upplier Material o 0
Frame Com onents
I Master Frame IV White 7780 Em, I/Real Whit.PVC(2)
2 Sash From.(U onUog Sash) IV White 128Z 17750 Ensrgi l Royal White PVC 2 m
3 Sash Cover Head(KecporSashJ IV Whit.1078 17725 Energif Royal While PVC(2) HURRICANE d
4 Sash Stop Fmmo Cover IV White 1070 1 773 6 Energi/Royal White PVC(2), 2 0] rc _
TILT LATCH k z m
3 Sloped Sill Cover IV White 1181 f7738' Energll Royal Whde PVC(2) o i,p LL
6 Glazing I-Itiall Handle(Operating Sashes) IV White 1068 17747 EnerDl/Royal White PVC(2) STEEL-ZINC COATED So °H •`_� °t=
7 Glazing Bead Stop(Operating Sashes) IV White 1067/7745 Eller i!R al Whitu PVC(2) Z a Fw-N &
8 Interlock Covet D olefin Sashes IV While 1180 177 2 7 EnofnilRoyal While PVC 2 a <O o p
9 Pocket Cover Head IVWhitc107317724 Ener IIRo al Whto PVC 2 ci
7 p 5;? W
ReinILT7 m n1 0.697" w w
tD Operating Sash Perimalsrs f Heavy Reinlorcemenl ST-226.140-0,052 Hygrado Metals .06"Oely.(1) 0.176"— 4
11 #6 x Slit"Tek/Sash Reinforcement Fastener 117595 GLF Corporation 0.323'
Weatherstri Ing — IF?_ 0.345"
.210 ,300 Fin Seal Pocket Cover 1 107317 724/Fmma Head W23303NW0000 Ultra-Fab II 0,205"'
.210x.30o Fin Seal Pocket Cover 1115117738/Frame Sill W23303NWODOO Ultra-Feb
12A .210 x.300 Fin Seal Sash Frame 11282/77 50 1 Keeper Sash W23303NWODOO Ultra-Fab
.210 x.300 Fin Seal Sash Frame 11282177501 Lack Sash W23303NW0000 Ultra-Fab A 0377„ a j t�
.210 x.300 Fin 5eal Sash Frame 1128217750/Lack Sash W23303NW000O Ultra-Fab J .709 o e) O
12B •187x.300 Fin Seal Interlock Cover 1118D17727 I Keeper Sash W2330INW000D Ultra-Fab 0.166' of
.187x.300 Fin Seal lntertock Cover I IIBD17727/LackSash W23301NWODOO Ultra-Fab
12C .270x.221)Fin Seal Sash Frame/Sin le Leg Screen Frame W112257W0000 Ultm-Fah 0.377'— 8m
13 .200x.340H•Sulb Seal Sash Fmme 1282177501 Lock Sash E20718WN2020 Ultra-Fab 1.906" 2.260" } Zz r, -
G azing w
14 Wet Glaze Operating Sash 552 SIkaflox Black ISIM US 1 5.622 q U`Z
10 O crating Loek Saeh E3662.7mmI09.O PVB InIerlayerlG Hurrkane LammntaM act Cardinal Otitis" z in=°O' rIi
76 O Gratin Kae er Sash E7662.7mm10.9.0 PVB Interla er lG Hurticane Laminate bn act Cordinol 2
17 Glees Sellln Blocks Sash 2NB41K-0.125.032.064 Frank Lowe I N q Z
0 O.II03" 1.067" O a a m y
iB ENOUR IG Wt XL Etl oS55 awr 5S-0TYPE — Cardlnol Stainless Steel q
19 Faeo Mounted Kcenor Steel Truth Hardware t1 CD w
Screen Components(not all components ID•ed In section views) 1.012" O 0.709" }f—w pq m
20 Sin to Le Frame New White 0651MEW192 5ha os Unlimited - lZ Z M>w 4
21 Double Le From New White 06515NEW192 Shapes Unlimited T (D C)Z F- Fa
2Z Tension Springs 2584 Adopt, I —11 W S r
23 FiUer Iris Screen Cloth Chareoa1160"x96' 3002606 Phifcr' 0.157"
24 Screen Spline
EX-FLX-0165-BK. Imperial Plastic USA — 0.544" o
25 Aluminum Corner Keys CK252X260 Hy_9rade Metals O C�, Tdt a
26 Screen Cli Clear H-884 Product Design � y,r.
27 Screen Clip Cie", H31SO Product Design m li ,M1
Miser Components,Hardware and Hardware Fasteners not all components IDbd In secdan views) lU r�
29 36 lb.3 Coll 1994 Series t Constant Force Balance 803836 Amesbury l Truth tY
29 Not Used We nia UJ ug
30 Hurricane Tilt Latch IOSTA-003-EW Vision industries
31 Pivot Bare l T-shaped Head 6987 Vision industries
32 CAMType Sweep Lock 322DS5-003-EW Truth Hardware °m
33 Wocp Hole Cover White H-608WHZ Product Design
34 Mumin Bar W58W' Hygrado Metals PTV®'I'BAR Robert J.Amoruso,P.E.
35 Muntin Bar End Pine D58P Hyg.de Metals METAL Florida P.E.No.49752
36 Matlack Cover OperaUng Sash(Lock Saah HH-56 Vinyl C Trent RH Products METAL
37 Inlorbek Cover(OpenUng Sash/Kee cr Sash HH-60 Vfn(Cement RH Products `44s DAMES q eq�
38 Llfirall End Cn sWhilc 09154-0001 S.I.L.Plastic QF D,�G^'
39 Stainless Slaul5ln Ies T11.12,1 s1 BEA8WI0 Smith Staple
40 30PPl2-IBP50.9MGXl318X3Foam Black W051ID22 Lmdenme r Q; N �9 ,�5241 HuWhite Balance Piu CS025 0077 James Saz HuN cane Grade Sprm cs6zs James 9 do wreM13 Accesea Parts Installation Translucent 02-MX0150010C2 Nova and Silicones �91, STAT4�
44 Sala Seal Lack 3220S54103.EW Vision industries
Vision Industries
46 #5!]2'CT I Rivof.04012T5 Gri !9a^,h PivolBars 1 2003 32-92A.003 EW GLF Corpo neon 04Al.SN.`��`
47 kg-1Bx0.850 Flat Wale,Shoulder;Soshl Hunicano Latch 137341 GLF Cor oraUun
48 #8 x 1 114"Tait Wbito 1 Locke 120376 GLF Corporation 0.551" — ❑ ° 0.748° ®C3
49 d6x 7'•Tek lNhitcl Kco crs 116821 GLF Co oration
50 0 8 x 314"Tek I Pan Head[Balance Shoos) 120766 GLF Cor oration
51 it5x3t8"Tek/Screen Clips W—t. 1116506 GLF Corporation
52 #12 x 3-Flat/Installation Screws 1491168 GLF Corporation I —0.368"
Inatalletion Fasteners
53 #120R#14WOODSCREW n/a Into Steel 2372° 1.122"
54 lib"ADVANCED THREADFORM TAPCON nla ITW Stool PRODUCT REVISED
55 #td$NF.ET METAL OR SELF•DRII.LINGSCREW rile o1e Stool lc ndowrth the Flodda
aulldfn9
IS)H eh vx•ade Ml,Spod6u111,AIM 1005 to 1010,a Type A and to U.30 W 50 Yd Yield Strength,Gen Galvani,ed NOA-No. 20.1103.08
(])E\FRG(TENt51tt411ON SOLUTIONS USA,ING,PDICLRRENTMIAM-UAUE NOnCE OF ACCTYTANCF INUAI• Expiration Date 05/06/2025
Dy f
relamt-01de Product Contra