HomeMy WebLinkAboutNotice of Acceptance (2) {
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MiAMi;DADE ile q, '�: iv -n.anE coulvTY
C ONTROL SECTION
VI E I 7,S b'26 Street.Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOI 10jD;KR ()MPLI 0 erida 33175-2474
BOARD AND CODE ADiIINISTRATION DIVISION b�j)'3i > 1��F(786)315-2599
®TICS OF ACCEI'TAI�CI+ ®A) V,\Fl- _-K .ia[Eiidadc.gov/building
Regency Plus,Inc. DEC
2000 Locust Gap Highway
Mount Carmel PA 17851 ST. Lucie County, Permittins
SCOPE: _r
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami-Dade County)and;or the AHJ (in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building
Code. includinLy the Hi h 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 I 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 tlae 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 Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name oiI 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 f led 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 displaved in advertising literature. If any portion of the NOA is displayed.
then it shall be done in its entirety.
i
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-I 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
MIAMI•DADECOUNTY ApprovallDate: January 21,2021
Page 1
01/21/2021
1
Regency Plus,Inc. I!
1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0122.05)
2. Drawing No. RPLS0064, titled "Series 5305 Tilt Doubld Hung Impact Vinyl
Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18,
prepared by PTC Product Design Group, LLC,' signed and sealed by Robert J.
Amoruso, P.E.
B. TESTS
1. Test reports on: 1 Air Infiltration Test per FBC, TAS 202-94
p ) �
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, TA'r 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 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 011/08/09, 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 2( 1-94
5) Cyclic Wind Pressure Loading per FBC, T IS 203-94
6) Forced Entry Test, per FBC 241,1.3.2.1, and1TAS 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, coinplying with FBC 5t"
Edition (2014). dated 06/01/15 with revision dated 09/0615, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Ainoruso, 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 Resourdes (RER).
r
f Sifanc Zhao,P.E.
Product Control Examiner
NOA No.20-1103.08
Expiation Date: May 06,2025
Approva] Date: January 21,2021
E-1
9
i
Reaenev Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
E. MATERIAL CERTIFICATIONS
1. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their"TrosifolOO
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. i
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6111 Editio I n (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) i
G. OTHERS
1. None.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hungl Impact Vinyl
Window", sheets I 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.
I
B. TESTS
1. None
I
C. CALCULATIONS j
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS 1
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., exliring on 05/06/20.
Imo'
f Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.08
Expiration Date: May 06,202i
Approval Date: January 21,2021
E-2
I
a
i
REGENCY PLUS, INC. a o m
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW
N (1 tT
LARGE FISSILE IMPACT km
U o LL 0
W �N `t°. ��^ F
INSTALLATION ANCHORAGE DETAILS Q W W._ =- s
NOTES• LL a ` d
O y 7 W
W
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(HVHZ). �
Y
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 J
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX 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,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 oo
LL
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. _t��_. 0
-- Rm
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201.TAB 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-11422-2,DATED 10102108,WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED 0
TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD E.RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19.0312. tq
5. MATERIAL: (��
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA,
5.2. REINFORCEMENT: Z
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 Oj=< W s m Z J
5.2.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURA.RAY AMERICA.INC.PER CURRENT MIAMI-DADE NOA, 0-0- m
6. GLAZING: Ja(DJ=~ 15
YF W Oo
6.1. GLAZING DETAIL AS TESTED:
G.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. U Z Z j 4 E
6.1,2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. . n1 8
6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TPOSIFOL INTERLAYER BY KURARAY AMERICA,INC. �g g J
6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). `LL`z
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. u, F o py.�
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 DUP.OMETER.GASKET � ®��•E a
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. T u
6.3. AS TESTED GLAZING MEETS A87M E1300.09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. ulu
7, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. W V)
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",
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 V2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 V2"MINIMUM EDGE_DISTANCE AND V MINIMUM EMBEDMENT Robert j.Amor—,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-1-1"TOLERANCE. Florida P,E.No.49752
0.
NG INTO WOOD
NG OR 2X BUCK USE ONE OF THE FOLLOWING: '41,111.11to...I
1 10.1.OP#12 FLAT(HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS
,���%�1 SGMES.A'r/�
WITH 718' REWS MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO•ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS .,r`��FQ`•.`G E�Ng�;•,gG^}
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/_1"TOLERANCE. C ,1}N_vos=�9DWI
10.2. 414 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION t- r!r !Et_WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF2"ON CENTER.LOCATEANCHORSASW}SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 1 NOTEST2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS)
11,, FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT +.'����S _,•, 6���+ .,
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERTORINALL WRIYFF3T4-MINIFMIIM EDGEOISTANCE7ITJD--- - —— --3 ECEQATfON AND7ANCHOR'EAYOUT(SMS/TAPPING/SELF--DRILLING SCREWS) ONA�E'
MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION --
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 MINIMUM STRENGTH SPECIFIED BELOW: 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES
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 ptytnp wit),tn,Flcrleu
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY,117 PCF _ ANCHORAGE e.11,11 o coed
NOl1-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 eRptr"t)un onto 0 510 6/20 2 5
13.4.1. STEEL SUBSTRATE TO MEET'MINIMUM FBC HVHZ CODE REQUIREMENTS.
10 DILL OF MATERIALS&COMPONENTS ev
nttam aee pro uct con<ro
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW o o R
�4— 53"MAX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING o
wIDTH - SCREWS) OR CONCRETE/MASONRY SUBSTRATE d _
49�"TOP SASH-_- (CONCRETE SCREWS)
WIDTHre
re W z
45 4'TOP °' n¢m.F
SASH -
A S d 7 w
w
D.L.O.WIDTH 3"FROM CORNERS
C @ HEAD&SILL TYP. J Y
4 6 6"FROM JAMB
,. .. .._-._..... -- . I . i ♦ CORNERS TYP. ;
2"O.C.TYP.FOR r�I d a N
----- ( / -- -- � � --//----- , WOOD SCREWS. o0
oz
36 "TOP 32 i5 TOP „ D 4"O.C.TYP.FOR z¢
SASH D SASH "8 s I X `g CONCRETE SCREWS.
FRAME 5 D.L.O. C tj zl-
HEIGHT !II, / HEIGHT 8 8 c ? xp ..m
HEIGHT ' ^� _/_ J" �_ M tin Rail _ ___ 14 4'O.C.MAX.TYP.WOOD �a n- J 1 w z
1 _� SCREWS a W m
B 2"O.C. 13 q'O.C.MAX.TYP. g�
36 E I 4 33 b"BOTTOM TYP.EACH SIDE - �� CONCRETE SCREWS W C)¢ v�C)
BOTTOM 5 y II 5- SASH OF MEETING RAIL I I ___ z So
SASH I" X HEIGHT X o ~2
o
1 HT �I ��� �� �� �� N F o
HEIGHT l INSTALLATION NOTES: o° `-
----- .......... --- 1. HEAD AND SILL �7 o
---- --- --- - - --- - I ANCHORAGE THE SAME. W�®----A-------i-- -- U
q �\ A 2. JAMB ANCHORAGE SAME. few
o R
4 15 "O.C.TYP._ ___ 6 3. +/-1"TOLERANCE ON m
\- @ HEAD&SILL ANCHOR LOCATION.
DETAIL 1
46 E"BOTTOM (SEE SHEET 5) 3.1. TAPCON MINIMUM Rcbert J.Amo—,P.C.
SASH SERIES 5305 TILT VINYL DOUBLE HUNG SPACING IS 4"OC. Fl-d.P.E.N.,49752
D.L.O.WIDTH EXTERIOR VIEW WWINW ANDCHOORAGE 3.2.
2 SCOOD AND REW MINIMUM ING ;`,``�� ��EES A4o
50 t BOTTOM w �q�
WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2"OC. '00 `
— — SASH ems¢ No 74p n2 o
WIDTH *xx�r a pp
A: ,3TATE�02aY.w
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES:
-HUNG-WINDOW WIN_DOW-_--___ __ 1._—ONE(1)TRZANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE =''��SS/pNAL$�;�•`
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 REVISEDIMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP Buiiaing cogwitn tho Florida
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL No^-"^• En20-1103.08
Ewpi-tioo Bato p510612025
FACE. By Z�.
Mlami-0ade Protluct Control
z
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW w
_ 53"MAX.FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR a
WIDTH — SELF-DRILLING SCREW) g =mw z
_49 TOP SASH o
W 0 0 _& p°m
WIDTH
-i tio aw F-n
W`✓ W" �
45 q"TOP o 0p y m o
— SASH ,w
D.L.O.WIDTH 3"FROM CORNERS
@ HEAD&SILL TYP. _
C_ B 6"FROM JAMB
4 7 I CORNERS TYP.-----------------
o
__ '-
-- II • • •
f f 2"O,C.TYP,FOR SMS 20 .4 a
36 TOP I 32 ir'TOP / of F SCREWS. }
SASH D I �i SASH $ �( r _$ LF
a
D.L.O.
F MAX. 5 / j F J
FRAME HEIGHT I --'-- / I --5 HEIGHT Meeting Rail 1 - - -_ I"I N=a-w� m N
HEIGHT - �— �� I Q z
J
V __JI —
_ J Q
511------------- 9-'�O.C.MAX.TYP.FOR SMS °-,-'�� G '�
f r"w a
I // B - --- 2„O.C. % SCREWS
36 II 4 33 g'"BOTTOM TYP.EACH SIDE - w 0 o cQi z¢
BOTTOM 5 5' SASH OF MEETING RAIL �i iI UJ �� u
X D.L.O. IL o g�_¢
SASH
HEIGHT HEIGHT X it r z "o F°
/// I INSTALLATION NOTES: °
/ - 1. HEAD AND SILL
n r
® . .-----a . ' A� ANCHORAGE THE SAME. CEW e;.r,
2. JAMB ANCHORAGE SAME. �LL A �\ A K
4 \ 15; 'O.C.TYP. I 7 3. +/-1"TOLERANCE ON
a
i @ HEAD&SILL DETAIL 1 ANCHOR LOCATION. F
46�%P BOTTOM (SEE SHEET 5) 3.1. SMS,TAPPING OR RabM J.Ama,..,P.E.
�- SASH -p SERIES 5.30_5_TILT_VINYL_DOUBLE HUNG_ SELF-DRILLING Fl-d.P,E.N.,49752
D.L.O.WIDTH WINDOW WINDOW_ SCREWS MINIMUM
�a JPMES:q p,
SO d"BOTTOM EXTERIOR VIEW-ANCHORAGE SPACING IS 2"OC. ,��cE �9�..
SASH STEEL SUBSTRATES �aQ.nl�Na 62 o
WIDTH * U
SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: :p s-%. . �+
----_HU_N_G-WIN_D_OW-WINDOW_— - - - 1-.--ONE(1•)-TRIANGULAR-SNAP-ED WEEP_HOLE-MEASURING APPROXIMATELY-112-WIDE__ •.SS,1811 o1�AII I;�`°
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
-F'
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 11.0d Pt9aao+t"e"aFlaaaa
Non-No. 20.1103.0S
COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL E.plratlan Dato05106I2025
FACE. sy CiJ
Ml,m a o Product ontro
4 4 4
a a
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EXTERIOR 1�°o INTERIOR 16 19 ALL.
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W O o d OF r'a 4 �^ � Fwz Fo
1 --- 7 — a z°
U) u
2�, 2A 14 17 Y
21 7
0 2
) EXTERIOR 11 INTERIOR '~ G u-
(G SEE GLAZING
a �
DETAIL 1, 14 2 �J Up Z
SHEET 4 ^�•.� z
11 16 SEG 21N ( 7
DETAIL 1, \!J z
SHEET 4 V L m n
VFItE�n conL oNr:N 111llSECTION 31 1 6 J Q a m Z r m ;Z
y S WZ s`m
°.C7w Oa '� u
VERTICAL SECTION 0z
MEETING RAIM-COMPONENT Ill w C-1 a Z S Y
51DAIL 1. 16 UJ z , ;;,4y
DETAIL I, w o F' `n
1�.\ 30 17 SHEET 4 6 o L-Z z 3c
N F-O L^y SZ
\ m ?
1/2"GLASS BITE Nu)
a
W� m
��•, __ ;.12 1 4 7 INTERIOR 7/8" O.A. LAMINATED GLASS CONSISTING OF: �>
_ — "
EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8
ANNEALED GLASS W/0.090" KURARAY AMERICA Robed1A.-P.C.
Fhrlda P.E.N...19752
INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/
STAINLESS STEEL SPACER TYPE SS-D
�J Es.......Af/p"
EXTERIOR °� 1 Y =_- INTERIOR 1/8"TEMPERED GLASSom wt�4g-52 y`"o.
— - --- INTERIOR
1 C I A STATEt.O�, �
VERTICAL SECTION EXTERIOR
3�i CC 1OR10 ♦�.,.
GLAZING DETAIL 1
PRODUCT REVISED
ply ln wlth tha Florida
sulialne yo 0
NOA-no. 20.1100.OS
E.plmtian unto 05108l2025
Oy ✓=a
Mlam�-l�n�Yro�t Gon-iron
a '
N o m
A
v (7
O O LL
W O N O 5
F- K� F-t• '_
nl
a q0 z Q�
1 aF= aw
�o
w
Y
7 16 INTERIOR (]��
12A
JO N
8
w
-SEE
¢ 'n
SE€ DIALING
DETAIL i, -
SHEET 4
cJ EXTERIOR 1 y m T=W m m ~ J
rri=q wz .z
�aam03 w
a<J�° 1
zA 10 z 2 14 HORIZONTAL SECTION z go
�U
UPPER SASH U) E
JAMBS-COMPONENT ID _ - LU o F
1zn 31 2 7 16 — __= �..� iN `net
INTERIOR
Q a F
Rchcrt J.Amoroso,P,[.
Flonaa P.E.No.4975[
.EE DIALING' � tp.....
11 DETAIL HEEi 4 ,,0 111AES A4%hhi
12A .....
�9p�
�9 -Y'STATEy(J�y���S
EXTERIOR _— — MASTER FRAME CONSTRUCTIONss�oniaL6`=,�
�(SASH-I'R-A-M SIMII,AItj�-
1 zc HORIZONTAL SP.CTION -- —
LONER SASH
JAMBS-COMPONENT ID
PRODUCT REVISED
e�iomplyIng with the Plorldd
mm�Coeo
tlon .. 20-1103.08
Expim'tlon^Uatc OS106/202$
9 L/
611um-ado Product Contro
4 Q
K K
PROPERLY SECURED IX 12 OR th WOOD SCREW N R 1/4" ITW TAPCON � 53 PROPERLY SECURED 1X
1N00D BUCK BY OTHERS 54 INSTALLATION ANCHOR WOOD BUCK BY OTHERS N
INSTALLATION ANCHOR N
(SEE NOTE 3, SHT. 1)� (SEE NOTE 2, SHT. 1) v
WOOD BUCK PROTECTION BY i 2' MIN' �N1� W EDGE CIST d
OTHERS (SEE NOTE 3, SHEET 1) EDGE UISi. 2 WS; MIN. EDGE DIST �2X WOOD r m aw =
7/? RAIN BY OTHOERE r_i. -_ o 0
i
SHEATHING (SE 2, SHT. 1) o o�, o z
CONCRETE BY OTHERS-, `': v III 1 I/2" MIIJ. BY OTHERS�• --- W w� w p
(SEE NOTE 2. SHT. 1) �.,: ._T -J EMBEDMENI „` -----------.L a 4 zo Q
EXTERIOR FINISH `,�,; _---- #14 WS: 1 1/2" MIN. EMBEDMENT o F o a d
v _
n, v
1/4" MAX. BY OTHERS #12 WS: 1 3/8" PAIN. EMBEDMENT Z)W
SHIM SPACE `
EXTERIOR FINISH 1/4" MAX' Y
BY OTHERS / O / _ ___SHIM SPACE
PERIMETER W CAULK---- �o �•
BY OTHERS PERIMETERCAULK-' _q d,
Q _ BY OTHERS Qc:lD
n I I I �o
IUf IL.I� g Z a m
yJI��I c•�o_
l� a 5
CC
m J
EXTERIOR r DC� a s m>- w Z
a 0 uj
J Z 3
OBVERTICAL SECTION >- 85
CONCRETE SiJBYIRA'IF z m<-�
WINDOW INTERIOR N W U z
HEIGHT VERTICAL SECTION U �TERIOR 4hY <[
n,'
W
EXTERIOR
1voo0sul3st[.ATe HEIGHTo s c z
u�p o k•J
M
/I L ANCHOR-TO-SUBSTRATE Tf. a
�J EDGE DISTANCES ARE IJ W o `<F P"
TYPICAL AND wo
L 4 MEASURED TO BOTH r 4 J 40
SIDES OF SUBSTRATE
uu I Hnben J.A—u.,P.C.
JMo d.P.E.W.49752
111 ��u�A1f
PERIMETER CAULK_ D �O D DD �..�Q�k,C J`4��9. .....
BY OTHERS -�. 1/4" MAX. 1/4' MAX. •C0 '�V11, F
-. .._...- ,- --- - _SHIM `SPACE_ _SHIM SPACE ---L �'t 0�4�9
PERIMETER CAULK ;j=
EXTERIOR FINISH-- —} BY OTHERS E'
t 4 WS: 1 1/2" PAtla. EMBEDMENT y1 STATE$fir
BY OTHERS -'_ - - - �;�0 �t. . �.
-�- - �� -- — ---- 2 W� � ,dll. EMBEDMENT
Tt
1/2" MIN. .� i{1 .3/B,• " �.o�s
CONCRETE BY OTHERS--- .....
- (SEE NOTE 2, SHT. 1F-- o e^ 3 [.MBEDIdLIJ1 -- - - - -- ��i�s�ONA
EXTERIOR
XT ERIOR FINISH
PROPERLY SECURED 1X- " BY OTHERS -/� -WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1) SHEATHING 2X WOOD
BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4' ITW TAPCON 54 1 1/2' MIN. (SEE NOTE 2, SHT. 1)
o INSTALLATION ANCHOR EDGE UISI. ,ylq, WS: 1" MTh:. EDGE DIST.
BY OTHERS (SEE NOTE 3, #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED IX
SHEET 1) —WOOD BUCK BY OTHERS PRODUCT REVISED
#12 OR �j14 WOOD SCREW s P[yl.0 thlh.Flutlda
INSTALLATION ANCHOR@3 (SEE NOTE 2, SHT. 1) zldl.o eoeo
VERTICAL SECTION I ; Pa on oa oDsrosJzozs
AVERTICAL SECTION By`/a
WOOD SUBSTRAT[?. mmm+-ooao 6roa�o�cona.oY'
z
#14 SHEET METAL
SCREW/SELF-DRILLING SCREW 55 a N
�,ia' INSTALLATION ANCHOR v
MIN.
EDGE DIST. L METAL SUBSTRATE
(TYP.) i BY OTHERS d xm m
k� �` tm
(SEE NOTE 2, SHT. 1) � �It FINISH w o N O ti
BY OTHERS W
O w
K ~Z u N
3 THREADS MIN. rl o o
_ EMBEDMENT BEYOND wa
w
-�,!I --- INTERIOR WALL 1/4" MAY.
S . �
��- HIM SPACE
�` J Y
PERIMETER CAULK—"- cn
Q
BY OTHERS l -
ao �0
o m
INSTALLATION NOTES; -S'Z n a O
(� 1, APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: a
ILI( ANCHOR-TO-SUBSTRATE 1.1. WOOD FRAMING,
- EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING, Q
TYPICAL AND 1.3. ALUMINUM FRAMING,AND U ,�z F-
MEASURED TO BOTH 1.4. CONCRETE AND/ORMASONRY, y25 n 2 z m `°
EXT l SIDES OF SUBSTRATE N= w�5 .,�m Y1
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE n a o_m w z J
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. Y w g w ' "S
VER'rICA L SECTION WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U U Z OU ,J ;
METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE,WHEN USED,1X w OJ =q IR
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LORDS TO STRUCTURE AND IS z S F w s`
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE
INTERIOR. N z o r
SEPARATED WITH APPROVED COATING OR MEMBRANE,SELECTION OF COATING OP,MEMBRANE IS THE
EXTERIOR RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. y
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116" w u)
DLr=--a OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". � c�
cow
4 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m
n UUU TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"
IU` MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN c
ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Rchon J.Am u-,P.E.
_ ;/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Honda P.E.No.49752
o
h SHIM SPACL
�o O U� 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING -♦♦♦♦♦♦tj{\MES.r�44
PERIMETER CAULK-- U 6.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8 MINIMUM "�♦�Q� tGENs
BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR
Y - SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWNUJ ELEVATIONS AND INSTALLATION DETAILS, +tom 52.
ANCHOR LOCATIONS HAVE+1-T'TOLERANCE.
1 6.2. #14 FLATHEAD WOOD SCREYJS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM r e aZI
I EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-1-0-ANCHOR "p0 ST TE
}- SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ""�i�♦o L O;p O¢ ��♦�'«
ANCHOR-LOCATIONS.HAVE+/-_7"TOLERANCE_ •m giSS/ ""�t��P♦♦
4iry�l�Urtpt
EXTERIOR FINISH 3/4" MIN' 3 THREADS MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS
- -EDGE DIST.-- \ (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
BY OTHERS EMBEDMENT BEYOND
(TYP.) IN rERIOP. VIALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHORSPACING OF 2"ON CENTER.LOCATE
#14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"
—METAL SUBSTRATE TOLERANCE.
SCREW/SELF-DRILLING SCREW 55 BY OTHERS
INSTALLATION ANCHOR (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY.
PRODUCT REVISED
VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH 8u71d1p1�g Ith(hn Florida
METALSUBS'Il2AlE ASTM E2112. Noa .. 20-1103.00
\ Expi. l.,nolu 051OW2025
sy
MIa�Ka3-o PT7xoneroL-
2X WOOD_ 1/4" MAX. N
FRAME BY OTHERS `'HIM SPACE 1/4" MAX. SHIM -PACE—
(SEE � �
\ 1 1/2" MIN. EMBEDMENT - CONCRETE o
NOTE 2, SHT, i) INTERIOR SHIM AS REQUIRED
IN ._R OR 1" MIN. EMBEDMENT - tdkSUFJRY d
#112 WS: 1 1/2" MIN. EMBEDMENT 0 mw
1;I1 WS: 1 ;/8" MIN. EMBEDMENT _ ?'
5a 1/4" ITW TAPCON INSTALLA110N ANCHOR w o -4 0�-
a <o w
' o o _..__ Q /?^^ MIN. EDGE DISTANCE - CONC.
#12 OR #14 WOOD SCREW 53 oa n� p '2" MI1J. EDGE DISTAINCE - MASONRY ,w �
INSTALLATION ANCHOR
CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. ` =0 Oo a . BY OTHERS Lu
#12 WS: 7/8" MIN. EDGE-. DIST. /.. , q d 1 a � r774 4 (SEE NOTE 2, SHT. 1)
PROPERLY SECURED 1X U Y
PROPERLY SECURED 1X7- 7 l \, MOOD BUCK BY OTHERS p z
WOOD BUCK BY OTHERS 5. J� (�C- O ?yt (SEE NOTE 3, SHT. 1) o
(SEE NOTE 2, SHT. 1) �C� �� J V " _ } d °
WOOD BUCK PROTECTION BY � t-
SHEATHING / EX. TERIOR / -` OTHERS (SEE NOTE 3, SHEET 1) ��zm
BY OTHERS / \ ?c7 i w ,m
—EXTERIOR FINISH rri=¢uJ J e m J
EXTERIOR FINISH-- PERIMETER CAULK PERIMETER CAULK I BY OTHERS n-a
BY OTHERS BY OTHERS BY OTHERS a(D j ZD g 3
to
z z)
gy
VERTICAL SECTION WZ
C UUGsu13S'11A7ti ANCHOR-TO-SUBSTRATE VERTICALSECTION w 50
EDGE DISTANCES ARE L CUNCRL:fC/!rfASONRY
TYPICAL AND SUI3S'iRA7E o J
MEASURED TO BOTH �Fw- ,2 ez
1/4" MAX. 51-IIM SPACE- SIDES OF SUBSTRATE M w a z
1K? LQE SHIM AS REQUIRED uiO
EE
Ua
#14 SHEET METAL �'°o
eED
SCREW/SELF-DRILLING SCREW � a o^
INSTALLATION ANCHOR
I RebM J.Arn,u .P.E.
�. Flonda P.G.No.49752
ST. (TYP.) UPPER SASH JAMBSSHOWN.SIMILAR0m"�Gcfig 9G o *.-- (i INSTAI,L,A'fION FOR #Q_ 3 THREADS MINI. LOWER SASH JAMBS. i *
I�O Ir EMBEDMENT BEYOND INTERIOR WALL �v V'+,d`+!i, 4�F WEI
-METAL SUBSTRATE BY OTHERS
_— - ---- - (SEFNOTE-2-SHT.-1)---
list
'—EXTERIOR FINISH
PERIMETER CAULK.-- BY OTHERS
BY OTHERS PRODUCT REVISED
Bulltling Co rith tho Florida
NOA-No. 20-1103.08
L VERTICAL SECTION Expiration Bntc D51D5l2025
nu.TA1.SUBSrFRA IE
B G�
Mfaml-a n Pro uct Contra
R z
N ap rt
, 6 V
(f
p O
MAIN FRAMI3 SASH FRAME SASH('OVER SASII STOP FRAME o w y- w
WHITE RIGID PVC O O' O COVER SLOPED SILL COVER a o o B N
WHITE RIGID PVC WHITE RIGID PVC °_ wLL °
WHITE RIGID PVC °
TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL THICKNESS 0.076.
�t-n.n0 TYP.WALL THICKNESS 0,070"
0.315" r
2,730" 1.656" 'T I'll
1 1.000" 2.155"
a
-1 N
1.350"- -- 1.635"-
-d-3.250"-t�� �--�`---1.530"
GLAZING LIFTRAIL HANDLE GLA/IN_G BEAD YOCIiE'1'HEAD COVIsK y RREINFORCEMENT �
__ _ _ o` 1.NTERLOCK COVER x z
6 WHITE RIGID PVC �J WHITE RIGID PVC U WHITE RIGID PVC O WHITE RIGID PVC STEEL s }m F
TYP.WALL THICKNESS 0.055" TYP.WALL vi=a W� z
TYP.WALL TICKNESS 0.055" TYP.WALL THICKNESS 0.075" TYP.WALL �¢a mz 7
THICKNESS 0.06"
�0.306" THICKNESS 0,070" ut oo
1 z��Oz
0,953" 0.891" 0.914" W U a}O q_
-- i -� a�
-oI Farms 0.280"(TYP) W O S U 16�i q
1.121" 1.722" 1.0?77 ( --(�- �j a z
0.730" b •s
-- W 8,�u
w
CAM S)VEEY LOCK FACE MOUNTED KEEPER CONSTANT FORCE T
STEEL logSTEEL BALANCE aan
TYP.WALL TICKNESS NA TYP.WALL TICKNESS 0.070" Robci+0.000 J.Am"rueo,P.E.
Fjonda P E.N 975i
i1.750" f
0.750" _0.100
v.
1.326" �7 1.220 DIA.MAX.
0.se7 _�o. a3n �fr',a
r 1 a +0.000
j- T -0.070" 1.885"
0.�00
2.062" _II V
!
0.461"�I 0.405'•
0.525"-- --
PRODUCT REVISED
-plying with tho Florida
Building Cod'
..A-N.. 20-1103.08
E.plmtl'n oat'05/06/2025
6yIN
Mlaml-0a o Pro uct ontr'
.:.. ,� .;,,��.::�.,+w:'�+x%MW>,wmrDrd-«w/.wai?ay`..4t:,,y.-:wse�r.+t�.,ks+r::�utr?E ,...r»'ne.+✓+v..#::.xni..."s+�,>�.:� >.,�:a."st- .,,..;. _-.:. e�,i�;y.,w, .,n.;a.as»asr-.a.`:.a.,m.:..-.�s:� ..o-..�}::. -w.cr.�aczr: �.,:,�,..:.. .-t:.•,a
a ¢ a
Series 5305'Double Hung'/Bill of Material a K rr
It..No. Description Part Numbers 1S.ppil.r I Material o
Frame -parents o as
1 Master Frame IV White 7780 Eiriono II Ro al Whit.PVC(2) Ev w
2 Sash Frama(Operating Sash) IV White 1282/7750 Enar i I Royal White PVC 2 m v
3 SashCovor Head(Kecpor Sash) IV White 107817725 EaergifRoyal White PVC 2 HURRICANE d
4 Sash Stop Fmmo Cover IV White 107017736 Enaigi/Royal White PVC j2) n x on =
5 Sloped Sill Cover IV White 118117738' Energl/Royale Whit.PVC(2) TILT LATCH Ks �� rim
6 Glaring Lft.11 Handle(OporetingSash..) IVWAIte106817747 Enarpl/Royal Whit.PVC'(2) STEEL-ZINC COATED w °^' u`� °
7 Gluing Bud Stop(Operating Sashes) IV White 106717745 Ene'glfRcryat Wh Its PVC(2 O� Iw--Z �`t r N
8 Interlock Cover 0 orOtin Sashes IV White 1180IT727 Eno IfRo el White PVC 2 o- 21 O
9 Pocket Cover Head IV White 10731 T724 Enor 11R al -Whho PVC 2 a F r, a ci
Ruinl.me.oni 0.697" o s 2 w
w u
10 Opemting Sash Perimeters l Heavy Reinforcement ST•225.144-0.052 Hygrado Metals M'!Galy.(1)
0,176'
11 @6x510"Tek/Sash Reinloroement Fastener 117595 OLF Co 'oraUdn p,323'� J Y
Weatherstri plug 0.345"
210 x.300f/n'Seal Pocket Cover f1073177241Frama He ad W23303NWODOO
Ultra-Fab 0.205"
.210 x.300 Fin Seal Pocke,tCover 1110117738 1 Frama Sill W23303NW000O UIUSFab II
12A .210 x.300 Fin Seal Sash Frama 1128217750/Kee er Sash W23303NWODOO Ultra-Fab _ o
.210 x.30D Fin Seal Sash Frame 11282177501 Lack Sash W23303NWODOO Ultra-Fab
.210 x.300 Fin Seal Sash Name 11282177501 Lack Sash W23303NWODOO Ultm•Fab -0'377 0.709"
.187z:300 Fin Seal Interlock Cover 11180/7727 1Kea er5ash W23301NWoDoo UKm.Fab 0.166" ■E� g a o
128 .187 x,300 Fin Seal Interlock Cover 11180177271 Lock Sash W2330INW0000 UIUa-Fab
12C .270 x.23D FIn Sam Sash Frama lSln kle Screen Frama W112257W0000 Ultra-Fab 0,377" C1 tO < q
13 .2a0 x.340 H-Bulb Seal Saah Frama 1282177S01Lo.k Sash E20718WN2020 Ultra-Fab 1.9061, 2.260° } SZ o 3
Glazing W U
14 Yyai Glaze Operating Snsh 552 Start]-Black Slki US 5.622 I r.C9 p
16 Ope.11.0 Lack S.ah E3662.7mm 109.0PVB Interla erlG Hurricane Lammut.trnDact Cardinal 0 669" - z x CL u;
16 O crating Hcc cr Sush E368 2.7mm 1 D.9.0 PVB Interin cr lG Hurtknne Lomin.te trn act Cardinal --.- _ y m F J
17 Glass Satan Blocks Sash 2NB-eK-0.125-032-Ogb Frankiowp O O N=Q M-U
0.803" 1.067" n.a
18 ENDUR IG with%L Ed.SS S ac.r SS-0 TYPE - Cardlnal Stalnlass Steel. q m°5 a w
19 Face Mounted Kee r Steel Truth Hardware. D•C9 w
Screan Corn onents not all components t0'od In a action views 1.012" 0 0.709" U�g C1Q
20 Slnyle Lon Frama Naw WhUo 06516NEW192 Shn oa Unlimited IZU
21 Ooubls l:'o Frame Naw White 06515NEW192 Sha es Unlimited O U Z
22 Tons lon S rin s 2584 Adept I W J
23 Fiber Iass Semen Cloth Charcoal/W"xSO' 3GO2606 Phi(er 0.157 fY o g F- q
24 Screen S lino E%-FLX-0765•BK _ Im erial Plastic USA 0.5� o -'
25 Aluminum CornerKe s CK252X260 Hygrad.Memis ,nJ gn
26 Screen Clip Clear HAM Product Design
27 Screen CIi Clear H-0150 Product Design
Misc.Com onents.Hardware and Hardware Fasteners not all components ID'ad In sectbn views)
u ,e
2B 361b.3Co111984SeriesfConstant Fore.Balance 603536 Amesbury ITruth a���+
29 Not Used .1. v. LU `S
30 Hurricane Tilt Latch 1057A-003-EW Vision Industries
31 Pivot Bars l TShaped Head 6987 Vision Ndustriea. co n
32 CAM Type SweO Lock 32ZDSS;003-EW TruthHerd-
33 Weep Hale Cover White H41DSWHZ- Product Design r'
34 M
u
n
tn Bor WSBW` H radaldetals `11 PIVOT BAR Robert J.A--,P.E.
35 Muntkl Bar End Pins 0581, Hygrad.Metals _ METAL FlonGa P.E.Nu.49752
-30 Intarlo ve CkCor(OperatingSashVinyl ILackSash HH•66Cement - RHProducts - - _ �1,purErA4,''_ _
37 Interlock Cover(OperatingSash/Keeper Sub HH•60 VinylCement RH Products ���� MES• yoi
38 LlUrall End Ce a White 00156•C001 S.I.L.Plasllc ♦�Q...•.......... D
39 Slainiaas Steel Ste Tea 3.x 12 Sash BEA60110 Smith Sipple
�00,'�:� se•''➢GrP�tS
40 30PP12-18P50.9116 X1318 X 3 From Block W0511022 'No-49 52 O'
41 .75 White Balance Plug 213DO-00077
az HurckonaCxadc Spring cs625 Jamoss do tiro - 0.559"
43 Accosso Parts Installation Translucent 02-M%015001OC2 Nov rind Sirmceps �9? �STATE,O
44 S.toSeolLock 322DS5-003.EW Vision industries 0.352"- 1Ir�0,173" 30w:••• *�:a`
45 Safe Seal Keeper 8292A-003•EW Vision Industries I 4aC A.t:O p:,O'•O``v�
46 195f32"Tri-Rlvel.0401275 Gri 13aah Pivot Bars 112003 GLF Cor radon ----' - - 4--- -71��l'I{1
47 98-18 x0.850 FIatWAfer.Shuulderl Sash l Hurricane Latch 137341 GLF Co omtiolr
46 pax 1114•Tok Whitol Locke 120376 GLF Cor oradon
49 06x1"TokWhkoIKea oro 116821 GLF Co oradon D.551" ❑ n 0.748" v9
50 0 a x 314^Tok I Pan Head Balance Shorsi, 120766 IGLF Corporation
51 0 5 x 318'Talk/Screen Clips Whit. 116506 1GLF Corporation
52 14 12 x3•Flail InBlallatioOSere" 491108 JOLF Corporation 1 0.368"
ImItallelion F.stenam
53 5OR414WOODSCREW nfa ITI Stool
54 116"ADVANCEDTHREADFORMTAPCON nla RW 'Steel - 2,372" 1.122"
PRODUCT REVISED
55 1014 SHEET METAL OR SELF•ORILLINO SCREW Inla 1.18 1 Stool n4 with the Flodda
auitdi.gdln9 Codo
(R Hyaradp M.etalr$ppclnCaU.m AINIe0111 M0,ISTypesend%Jdhi to Wkd Yi.Id5u.neth,GQGW-bed NOA-No, 20.1103.08
(2)ENERGI FENESTRATION SOLUpON5 USA,INC.McURRENTMAN1-DA0E NOTTCEOFAoMrAN0f iNOAL Expiration Date OS/0612025
py
Nn...... redact-m-i-