HomeMy WebLinkAboutProduct Approval I�IIAII•D1ADE MIAMI-DADE COUNTY
q PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Regency Plus,Inc. REVIEWED (��2000 Locust Gap Highway EWED FOR
Mt. Carmel,PA 17851 CODE COMPLIANCE
SCOPE: ''��'' 11 ����
This NOA is being issued under the appli§ble' t�l� �l�e i (� ing the use of cons'.Fru iby/4/
materials. The documentation submitted has been revi o -'accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County ani er 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 00he Florida Building
Code,,including the^High Velocity^Hurricane Zone.
DESCRIPTION: Series"Tech 5505 Vinyl"Horizontal Rolling Window(XOX) L M I
APPROVAL DOCUMENT: Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding
(XOX) Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, with revision "A" dated 10/20/2020,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert James 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,
model/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#19-0124.04, consists of this page 1 and 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;04
MIAMId7ADECOtJNTY �. Expiration Date July 03,2024f
mom Approval Date. January 2L 2421
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#19-0124.04)
2. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX)
Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test, per.FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 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 extruded vinyl frame
horizontal sliding windows,prepared by National Certified Testing Laboratories, Test
Report No. NCTL-110-21458-1, dated 10/18/18, signed and sealed by Harold E.
Rupp, P.E. (Submitted under NOA#19-0124.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6"
Edition (2017), dated 01/08/2019, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA#19-0124.04)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-6th Edition (2017), and of no
financial interest, dated 01/18/2019, issued by PTC Product Design Group;LLC,
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA#19-0124.04)
G. OTHERS
1. None.
S g
ifan Zhao P.E.
Product Control Examiner
NOA No.20-1103.04
Expiration Date: July 03,2024
Approval Date: January 21,2021
E- 1
L
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX)
Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, with revision "A" dated
10/20/2020, prepared by PTC Product Design Group, LLC, signed and sealed by
Robert James 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. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-7th Edition (2020), and of no
financial interest, dated 10/20/2020, issued by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
G. OTHERS
1. Notice of Acceptance No. 19-1024.04, issued to Regency Plus, Inc. for their Series
"Tech 5505 Vinyl"Horizontal Rolling Window(XOX)—L.M.I., approved on
07/03/19 and expiring on 07/03/24.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.04
Expiration Date: July 03,2024
Approval Date: January 21,2021
E-2
REGENCY PLUS, INC. r
SERIES TECH 5505 VINYL HORIZONTAL SLIDING (XOX) WINDOW
o
LARGE MISSILE IMPACT RESISTANTLL
NOTES: INSTALLATION ANCHORAGE DETAILS w
a ¢o 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(HVHZ). to
w
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY 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 CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. m so
0on
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-21458.1,DATED 10118118 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD u.
z a J
E.RUPP,FLORIDA P.E.
3 �¢
5, MATERIAL: 0 a o
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER THE CURRENT MIAMI-DADE NOA-
5.2. REINFORCEMENT: Q z
52.1. GALVANIZED STEEL BAR 0.72"X 0.355',Fy=30-50 ksi&Fu=37.5-68.7 ksi)-ACTIVE STILES
5.2.2. GALVANIZED STEEL C-CHANNEL(0.73"X OA34-X 0.060"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)•RAILS AND FIXED MEETING STILE. Z vi
5.2.3. GALVANIZED STEEL TUBE(0.935-X 0.73-X 0.060"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-FIXED MEETING STILE
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER THE CURRENT MIAMI-DADE NOA. 0.a W ,.Z
6. GLAZING: °-C�w O
6.1. GLAZING DETAIL AS TESTED: L)7 o Z
6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS.
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. �UO U
6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. w- r i
6.1.4. SPACER TYPE/SIZE:CARDINAL XL EDGE 7/16'STAINLESS STEEL SPACER(TYPE SS-D). o >
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LFAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP
•IN(2}LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N o
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 so El
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. _
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 THE HVHZ. w
K
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1l16'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. N
9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO `F
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; Robert J.Amoroso,P.E.
HOWEVER MINIMUM REQUIREMENTS MUST BE MET. F10da P.E.No.49752
OLLOWING:
INM
1 FOR ANCHORING
PAN WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ING OR 2X BUCK USE ONE OF THE FACHIEVE A 1 318'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ;•�,"k, \G ENS
10 1 #11
'�D.Q'�
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. - �t' ��•GJ,':
10.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE No:40752 --0:,
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET.
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE tJ £t0?4 �`
a t� ttr:
DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS'AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ¢¢+��h•S,t O R.yp�'6���
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING
TABLE OF CONTENTS
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS SHEET DESCRIPTION
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 1 NOTES
132. CONCRETE•MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 2 ELEVATION&ANCHOR LOCATION
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY�117 PCF PRODUCT REVISED
13.4. METAL STRUCTURE,MINIMUM:STEEL 18GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS as complying with the Florida
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 4 VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES Building Code
14. APPROVED CONFIGURATIONS:XOX,OX AND XO.OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. NOA-No. 20-1103.04
14.1. FRAME HEIGHT WILL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX. 5 HORIZONTAL INSTALLATION DETAILS
FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. Expiration Date 07/03/2024 PTC Procuct Design Group,LLC
14.2. DAYLIGHT OPENING DLO WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. fi CONSTRUCTION DETAILS PO Box 520T75
(DLO) B -',.. Longwood,F1 @ptc-c rp.
14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX. 7&8 BILL OF MATERIALS y 321.690.1788 infol�plocorp.cam
14.4. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED Miami-Dade Product Control FBPE Certificate of Authorization
DUE TO THE LOWER FRAME WIDTH. 9 COMPONENTS -
No.25935
� m
2824 MAX.
32"MAX. DLO WIDTH a d
ACTIVE 41"MAX.DLO
PANEL WIDTH. B B o 0
N U
WIDTH 3 4 =LL
DESIGN PRESSURE RATING(PSF) IMPACT RATING
a ar o
EO ;' E +55.0/-55.0 LARGE MISSILE
IMPACT w
W / % _ ¢ I
z Do ; X H ;, ND =Ud 5 i Q U` i U = NOTES:
1. MAXIMUM ACTIVE PANEL SIZE:32"X 59-7/8"
W WC = - _ UJ 2. DAYLIGHT OPENING(DLO)SIZE: 3 m o
H = 5 X O O X 5 m M 2.1. ACTIVE.:28-3/4"X 56-5/8" o � n �
QU Fo to_j F to_ <i 2.2. FIXED:41"X 57-1/2" z
3. a
WEEP HOLE SIZE AND LOCATIONS
i LL
3.1. INTERIOR SILL INSERT o z< a
i� 3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH x O o 2
NOTCH ¢ z
3.1.2. LOCATION:EACH END AND =W g 0
31.5")FROM EACH END OF THE 3 0 oo y� ¢ N
INTERIOR SILL INSERT' vi=¢ M F7 ¢
A A 3.2. EXTERIOR SILL TRACK M 0-
a Z x
3.2.1. 0.75"WIDE BY 0.25"HIGH NOTCH a O w o z �$
3 4 3.2.2. LOCATION:EACH END OF THE t}i o¢o
111"MAX.FRAME WIDTH EXTERIOR SILL TRACK w U U J¢ I
3.3. INTERIOR SILL TRACK I 0 }z
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1. SIZE:0.375"DIAMETER Wn Jo ?0
EXTERIOR VIEW 3.3.2. LOCATION:16.5"AND 32.5"FROM N N
EACH END AND MIDSPAN OF THE n W
11"MAX. 5-1/2"MAX.TYP. INTERIOR SILL TRACK w
10"MAX. 3.4. EXTERIOR SILL TRACK w
9"MAX.TYP. —� �— 10"MAX. 3.4.1. SIZE:1"WIDE BY 0.25"HIGH m
3.4.2. LOCATION:EACH END OF THE W
EXTERIOR SILL TRACK w
T 3.5. EXTERIOR SILL FACE tots
T 3.5.1. SIZE:1.25"WIDE BY 0.25"HIGH WITH w`
PLASTIC WEEP COVER Robert J.Amoroso,P.E.
3.5.2. LOCATION:3"FROM EACH END OF Florida P.E.No.40752
THE EXTERIOR SILL FACE i�ttw�tN+s��
i 13"MAX.TYP. 4. SEE GLAZING DETAIL SHEET 4 OF 9. �raa�'S,v MESA
r
No dg 52 52 dS
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W`
i
3"MAX.TYP. —�-I� Imo— 4"MAX.TYP. NOTES: PRODUCT REVISED
1. HEAD AND SILL ANCHORAGE THE SAME. as complying with the Florida
9"MAX.TYP. 2. "i-V TOLERANCE ON ANCHOR LOCATION. Building Code
6"MAX.TYP. NOA-No. 20-1103.04
2.1. TAPCON MINIMUM SPACING IS 4"OC. PTC Product Design Group,LLC
2.2. WOOD AND TAPPING SCREW MINIMUM Expiration Date 07/03/2024
9"MAX.TYP. SPACING IS 2"OC. p PO Box 520775
Lan9wood,FL 32752-0775
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW By 327PECe788 infor A.ftri afi.m
Miami—Dade product Control FOPE Certificate of Aumoriza6on
EXTERIOR VIEW-ANCHORAGE No.25935
g m
PROPERLY SECURED 1X 1 4 TTW TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK BY OTHERS 13 / "INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1) a o
(SEE NOTE 3, SHT. 1) #14 WS: 1" MIN. EDGE DIST. o
1 1/2" MIN. #12 WS: 7/8" MIN. EDGE DIST. mo
WOOD BUCK PROTECTION EDGE DIST. 2X WOOD
BY OTHERS (SEE NOTE \ BY OTHERS cs
3, SHEET 1) 7
SHEATHING (SEE NOTE 2, SHT. 1) LL ,
CONCRETE BY OTHERS BY OTHERS v 02 F
(SEE NOTE 2, SHT. 1)-`� 1 1/2" MIN. '. w LL1R -
a �' EMBEDMENT / #14 WS: 1 1/2" MIN. EMBEDMENT 0 a
i� EXTERIOR FINISH a o 0
''..•.a;.i<-I_` - --- I 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT _
^t•� FSHIM SPACE
EXTERIOR FINISH q { FSHI M SPACE
a
BY OTHERS 21
PERIMETER CAULK -/,•'V, 0 q
BY OTHERS I I 32 PERIMETER CAULK 21 m
IL�1 BY OTHERS �0❑ 3 ,� a
1 6 O o ¢
32 D N;C p
19 4 1 8
15 O a o
2 16 19 � ., 4 Y �Fo
10 2 16 15 V 2 0
10 ?C9 00_ ¢ 11
11
�1 VERTICAL SECTION w a z~m Z
-'aaZg?
CONCRETE SUBSTRATE INTERIOR a(D-� O Q p
WINDOW EXTERIOR OPERABLE PANEL SHOWN, INTERIOR EXTERIOR B VERTICAL SECTION 0(n'r O co
FIXED SISIILAR WOOD SLf651'RA'CE WINDOW z O Z_ I
HEIGHT OPERABLE PANEL SHOWN, HEIGHT W U U=
FIXED SIMILAR W r z U
Yoh>1-
15 4 75 4 o W I
ANCHOR-TO-SUBSTRATE 16 2-r >
16 27
10 8 EDGE DISTANCES ARE 10 6 =
2 TYPICAL AND 2 w
19 21 MEASURED TO BOTH 19 21 U
SIDES OF SUBSTRATE ❑ w
1 32 6 1 32 6 w
(� r)
22 a _ I 22
PERIMETER CAULK Robert J.Arreuso,P.E.
BY OTHERS Florida P.E.IJo.49752
24 �p D
1/4" MAX. 24 � 0 1/4" MAX. fi��4Q`S�.�t3....4
_ _rSHIM SPACE ____`SHIM__SPACE ________ �Q4,•a d,�.
-- PERIMETER CAULK �C\ No.49 52
EXTERIOR FINISH BY OTHERS
BY OTHERS PROPERLY SECURED 1X WOOD BUCK
\ �?I, $TABS C7 D/-•
CONCRETE BY OTHERS �'�: 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1)
,� \ —� 'O•. Vr.`
(SEE NOTE 2, SHT. 1) ''� EMBEDMENT iii #14 WS: 1 1/2" MIN. EMBEDMENT
' EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENT trFC�<<.`
WOOD BUCK PROTECTION- a BY OTHERS +
BY OTHERS (SEE NOTE 3, 1 1/2" MIN.
SHEET 1) EDGE DIST. SHEATHING 2X WOOD
BY OTHERS BY OTHERS
PROPERLY SECURED 1X 1/4" ITW TAPCON 13 (SEE NOTE 2, SHT. 1)
WOOD BUCK BY OTHERS INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST.
(SEE NOTE 3, SHT. 1) #12 WS: 7/B" MIN. EDGE DIST. PRODUCT REVISED
as complying with the Florida
#12 OR #14 WOOD SCREW Building Code
VERTICAL SECTION INSTALLATION ANCHOR t2 NOA-No. 20-1103.04
A CONCRETE SUBSTRATE Expiration Date 07/03/2024 PTC Product Desf9a Group,LLC
OPERABLE PANEL SHOWN, A VERTICAL SECTION PO Box 520775
WOOD SUBSTRATE . Longwood,FL 32752-0775
FIXED SIMILAR By OPERABLE)'ANELSI10\VN, 32tPECe7a8 to of Autho ration
NIXED SIMILAR Miami-Dade Product Control F¢pE Certificate of Authorization
No 25935
� m
INSTALLATION NOTES:
1. - APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
#14 SHEET METAL gg 1.1. WOOD FRAMING•
SCREW/SELF—DRILLING SCREW 1.2. STEEL STUD FRAMING, g
INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND d
1.4. CONCRETE AND/OR MASONRY. i LL
METAL SUBSTRATE
BY OTHERS 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
(SEE NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF W w rc
EXTERIOR FINISH RECORD. °� 'a z
BY OTHERS��'" 3/4" MIN. 3 THREADS MIN. 0. a
-'�` EDGE DIST.- EMBEDMENT BEYOND 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX S
i. TYP. INTERIOR WALL BUCK INTO CONCRETEIMASONRY 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 MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF ¢ �,
1/4" MAX. RECORD.
SHIM SPACE
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH'LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116'OR GREATER OCCURS.MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4-. w
PERIMETER CAULK �O 21 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 114"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 10 MINIMUM EMBEDMENT O Z on
ur N LL
BY OTHERS Q�]p INTO CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND I"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE z z O
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR to z of
32 LOCATIONS HAVE+/-I"TOLERANCE. SZz
} 0.3 $ o
1 ^ r I B Z
6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: } U'
U ILJI 6.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM ¢ z
4 —
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND Lj rn
19 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1'TOLERANCE. z(D00 m J ¢
15 6.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM =
2 16 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND a
10 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1'TOLERANCE. 4 0—i z W S Z
W 7. FOR ANCHORING INTO METAL STRUCTURE USE 914 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO >-N Of
N O
INTERIOR ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR z 4 0 z
EXTERIOR 0
VERTICAL SECTION SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1" LU U H
B TOLERANCE. lu- }
bfEfAL SUBSTRATE WINDOW z
OPERABLE PANEL SHOWN, HEIGHT o —
8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. o u>i
FIXED SIMILARN
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112. u'z
15 4 w¢
is 27 8 ANCHOR—TO—SUBSTRATE
10 EDGE DISTANCES ARETYP W 0'
19 2 21 MEASUREDIALTANBOTH 7/8" O.A. LAMINATED GLASS N>
CONSISTING OF: EXTERIOR LAMINATED- � E�C 4 1
1 32 6 SIDES OF SUBSTRATE 15 GLASS — (2) NOMINAL 1/8" F 6r
ANNEALED GLASS W/ 0.090" Robert J.Amoruso,P.E.
22 KURARAY AMERIGa INC. TROSIFOL Flondo P.E.No.49752
U INTERL4YER. 7/i6" AIRSPACE W/
IIh ,t�sti1Yimitr�
STAINLESS STEEL SPACER (TYPE 1/2" GLASS V INMES;q f.'j" .
�QQ EXTERIOR CSC-D), INTERIOR 1/8 EXTERIOR 15TEMPERED BITE 04OElIV.,efid,''r,
24 SHIrA PACE 15 I 26 26 ;* Nods 62 t .-.
PERIMETER CAULK 39 t6 2 / \ INTERIOR :poi STATE$P.
BY OTHERS
t7 epA
3/4" MIN. 3 THREADS MIN, i/2" INT 0
-EDGE DIS'i.- EMBEDMENT BEYOND GLASS BITE I � I
EXTERIOR FINISH (TYP') INTERIOR WALL
16
BY OTHERS METAL SUBSTRATE t 27 ` 4
BY OTHERS
�J14 SHEET METAL SEE NOTE 2, SHT. 1 16 27
SCREW/SELF-DRILLING SCREW 28 ( ) / asco PRODUCT yC 9 REVISED
Florida
INSTALLATION ANCHOR �- Building Coda
VERTICAL SECTION GLAZING DETAIL 1 GLAZING DETAIL 2 NOA-No. 20-1103.04 pTC Product Design Group,LLC
METAL SUBSTRATE FIXED LITE OPERABLE LITE Expiration Date 0710312024 PO Box 529775
OPERABLE PANEL SHOWN, /- Longwood,FL 32752-0775
FIXED SIMILAR ey �"-' ? 321.69D-1788 info@ptc orp.00m
Miami—Dade Product Control FBPE Certificate oIAuth.rcat.n
No 2501
Q
C
1/4" MAX. SHIM SPACE
SHIM AS
1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE
SHIM SPACE 1" MIN. EMBEDMENT - MASONRY
#14 WS: 1 1/2" MIN. EMBEDMENT
#12 WS: 1 3/8" MIN. EMBEDMENT I 1 7 6 3 16 INTERIOR 16 3 s 7 1 1/4" ITW TAPCON INSTALLATION ANCHOR w OR 6
F
2X WOOD FRAME BY OTHERS 21 21 0 a a
(SEE NOTE tz
2. SHT. 1) �I-I p 1 1/2"" MIN. EDGE DISTANCE - CONC. a a�
#12 IN PALL WOOD SCREW 12 � � B 8 � � I Q 2" MIN. EDGE DISTANCE - MASONRY 'w n
INSTALLATION ANCHOR Sul .Q
O a 15 15 p �CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. a 'p BT �
#12 WS: 7/8" MIN. EDGE DIST. 21 21 tLVf����"' .p (EE NOTE 2, SHT. 1)
0
32 32 p. . p PROPERLY SECURED 1 X WOOD BUCK 3 °
0
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PROPERLY SECURED 1X WOOD BUCK 5 ° BY OTHERS (SEE NOTE 3, SHT. 1) 3 ?
BY OTHERS (SEE NOTE 2, SHT. 1) p WOOD BUCK PROTECTION BY 0-a o
OTHERS (SEE NOTE 3, SHEET 1) x
SHEATHING `�'`'"; ¢ 0w
BY OTHERS 10B EXTERIOR 10B p
=m �z
EXTERIOR FINISH z L7 n 0 ¢ v
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS cn-
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BY OTHERS BY OTHERS BY OTHERS :3 a a F g Z
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�1 IORIZONTAL SECTION 0 Z n
ORIZONTAL SECTION z 0'_o-a
WOOD[BANE SUBSTRATE ANCHOR-TO-SUBSTRATE (�)_H
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FIXED PANEL.SIMILAR FOR OX) TYPICAL AND won Z
MEASURED TO BOTH ((OPERABLE PANEL SHOWN, o >O
SIDES OF SUBSTRATE FIXED PANEL SMIILAR FOR OX) N m
1/4" MAX. SHIM SPACE U Oz
SHIM AS W
REQUIRED INTERIOR w a
6
28 14 SHEET METAL O W
16 7 1 SCREW/SELF-DRILLING SCREW
3 11 9 2 14 16 4 15 �Gu
�] 21 INSTALLATION ANCHOR lop
Robert J.Amoruso,P.E.
8 pl I 3/4" MIN. Florida P.E.No.49752
Ilu1l EDGE DIST. (TYP.) 23 ��``INMES tiq�4rRr
+ 21 ,�`�W�4::y\c6 M1
15 t3'F+'r7.1,'�9GrP
.. a 32 C. 1-No d9 52 Z
21
3 THREADS PAIN. 17
EMBEDMENT BEYOND INTERIOR WALL a°
32 METAL SUBSTRATE BY OTHERS 9� STATE u7�
❑ (SEE NOTE 2, SHT. 1) 29
32 rrrirS�ONAC�PJ
1013 15 18 16 25 10
EXTERIOR FINISH EXTERIOR
PERIMETER CAULK BY OTHERS
BY OTHERS HORIZONTAL SECTION PRODUCT REVISED
F as Building
with the Florida
Building Code
NOA-No. 20-1103.04
�T�HORIZONTALSECTION Expiration Date07I03/2024 PTC Product Design Group,LLC
•% �,r PO Box 520775
METAL SUBSTRATE L""' Lon +uod,FL 32752-0775
(OPERABLE PANEL SHOWN, , 321-690-1768 info,@ptucorp.com
FIXED PANEL.SIMILAR FOR OX) Miami-Dade Product Control FBPE Certificate of Aulho.vadon
No.25935
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075 Z °8 x 3.5" 5/8" x 0.075" x
Phillips Pan 31 Washer O0� C3 to
Qty. = 2 per Connection Oty. = 2 per ConnectionI!!
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FIXED MEETING RAIL TO FRAME DETAIL a�J O� � K
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Robert.Amoroso.P.E.
Florida P.E.No.49752
"�@� tlo•43 S mod '
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PRODUCT REVISED
as complying with the Florida
Building Code
BDA-No. 20-1103.04
CORNER DETAIL expiration Date 07/03/2024 PTC Product Group,LLC
PO Box.520 52a775
_ Longwood,FL 32752-0775
By 321-69D-1788 info@ptc-corp.com
Miami-Dade Product Control FBPE Cedi(mate of Aulho=alion
No.25935
g
Series Tech 5505 X0X 3-Lite Impact Slider/Bill of Material p
Part Numbers Supplier Material(Notes)
item No. description
1 Master Frame(W&H) IV White 106017720 Energi I Royal White PVC(2)
2 Sash Frame(Operating Sash)1 Vents (W&H) N White 1282/7750 Energi I Royal White PVC(2)
3 Glazing Lifirail Handle(Operating Sash)/Vents(H) N White 1068/7747 Energi/Royal White PVC(2) k LL x
4 Glazng Bead Stop(Operating Sash)I Vents(H) N White 1067/7745 Energi I Royal White PVC(2) w w a a
5 Pocket Cover Heights/Vents(H) N White 107317739 Energi I Royal White PVC(2) a at
6 Pocket Cover Heights I Vents(W) N White 1073/7724 Energi I Royal White PVC(2) w
6 Pocket Cover Heights/(W) N White 1073/7724 Energi/Royal White PVC(2)
7 Sash Cover(Operating Sash)I Vents(H) N White 1078/7725 Energi I Royal White PVC(2) ` p
8 Operating Sash(W)Reinforcement S7-226-144-0.052 Hygrade Metals .060"Galv.(1) g
8 Impost Mullion(H)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galv.(1)
9 Interlock Cover(Operating Sash)/Vents(H) N White 1180/7727 Energi I Royal $ o
10A Double Leg Frame New White 06515NEW192 Shapes Unlimited Aluminum Nte
10B Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum o o w
Safe Seal Lock 3220SS-003-EW Vision Industries x
11 Safe Seal Keeper 8292A-003-EW Vision Industries 3
USmu'Qtn
12 #12 or#14 Wood Screw(WS)(Installation Screw) Na Iva Steel ? ^w¢ r 4 (Q <
13 114"Advanced Threadform Tapcon(Installation Screw) rila rrW Steel a a w 'Z
14 Operating Sash-Lock Side(H)Reinforcement 61 5 24 2-1 20-Solid Joseph Famo Steel Solid Bar Galv.(1) Y 0 w a 2US x p
15 718"O.A-Insulating Glass(See Glazing Detail on Sheet 4) Hurricane Laminate Impact Cardinal z 5 ly 00
16 Wet Glaze(Operating Sash)I(Fixed Center Section) 552 Sikaflex Black Sika US w o`a'>Q
17A PW Glazing Bead(Fixed Center Section)(H) N White 1080!7753 Energi/Royal g m
17B PW Glazing Bead(Fixed Center Section)(W) N White 110317726 Energi/Royal
18 Impost Mullion(Fixed Center Section)(H) IV White 106317735 Energi I Royal
Lu
19 Sash Stop Frame Cover 1 Vents(W) IV White 1070/7736 Energi/Royal
20 Pocket Insertl Center Section PW(W) N White 1079 I7737 Energi I Royal a
.210 x.300 Fin Seal Pocket Cover(W)11073 17724 W23303NW0000 Ultra-Fab n
.210 x.300 Fin Seal Pocket Cover(H)1107317724 W23303NW000O Ultra-Fab E
.210 x.300 Fin Seal Impost Mullion H)/1 063 1 7735 W23303NW000O Ultra-Fab Robert.Amowso,P.E.
.187 x.300 Fin Seal Interlock Cover(H)11180/7727 W23301NW0000 Ultra-Fab Florida P.E.Na.49752
Florida
o.49
21 .187 x.300 Fin Seal Interlock Cover(Top I Blocks)/118017727 W2330INWOOOO Ultra-Fab
.187 x.300 Fin Seal Sash Frame(H)11282 17750 1 Energi W23301NW0000 Ultra-Fab NO en sz. �d -
.187 x,300 Fin Seal Sash Frame(W)/1282/7750 1 Exterior Top W23301NW0000 Ultra Fab r;,
.210 x.220 Fin Seal Sash Frame(W)11282 17750 1 Exterior Base W23223NW000O Ultra-Fab
1.270 x.220 Fin Seal Sash Frame(H)!Single Leg Screen Frame W112257W0000 Ultra-Fab
PRODUCT REVISED
as complyying with the Florida'
Building Code
NOA.No, 20-1103.04
Expiration Dato 0710312024 Prc Product x 52oGroup,
s"p LLc
-f"' Longwood,FL 32752-0775
By �"`- 321-590-1788'info@ptccolp.com
Miami—Dade PlOtluet Control FHPE Certificate of Auttmrlfa M
No.25935
Series Tech 5505 XOX 3-1-1te Impact Slider/Bill of Material (Continued)
Item No. Description Part Numbers Supplier Material(Notes)
22 Stainless Steel Ball Bearing Rollers WR03-R3 Product Design o
23 Hurricane Tilt Latch 1057A-003-EW Vision Industries Steel-Zinc Coated(3) {
25 Impost Mullion(H)Reinforcement ST-888-168-0.062 Hygrade Metals 060"Galy.(1) m
26 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) Na Cardinal Stainless Steel W w
Glass Setting Blocks Sash(W)Top!Sash(H) 2NB-8K-0,125-032-064 Frank Lowe Neoprene w(10 to 90 Shore A Durometer a o o
27 Glass Setting Blocks Fixed(W)Base 2NB-8K-0.125-032-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer w
Glass Setting Blocks Sash(W)Base 2NB-8K-0.125-028-028 Frank Lowe Neoprene w/7C to 90 Shore A Durometer
28 #14 Sheet Metal or Self-Drilling Screw(Installation Screw) n/a rVa Steel ` w
29 #6 x 1 114"Tek White/Impost Mullion Rebar(H)(Aem No.8 Reinforcement) 156180 GLF Corporation
30 #8 x 3112"Phil Pan HD SMS Salt Spray/Impost Mullion(H)(2 per Connection) 120913 GLF Corporation 3 m o 0
31 518"OD x 0.194 ID X 0.075"THK Washer/Impost Mullion(H)(2 per Connection) 145030 GLF Corporation g 5 W LL
32 #6 x 518"Tek 1 Impost Mullion Rebar(H)(Item No.25 Reinforcement) 117595 GLF Corporation Z ? °'
33 #6 x 518"Tek f Sash Rebar(H)(Item No.14 Reinforcement) 117595 GLF Corporation o ,
34 #6 x 5M"Tek 1 Sash Rebar(W)(Item No.8 Reinforcement) 117595 GLF Corporation Y S
35 #5 x 3/8"Tek 1 Screen Clips White 116506 GLF Corporation Z
U2cno �fn
36 #8-18 x0.850 Flat Wafer Shoulder!Sash!Hurricane Latch 137341 GLF Corporation ?L a . F a
37 #8 x 1 114"Tek White/Locks 120376 GLF Corporation :2a a w # yy Z
J QJ Zi— J Zi
38 #6 x 1"Tek White/Keepers 116821 GLF Corporation D DJ °
39 Black Glazing Tape 118 x 3/8 x85'(Fixed Center Section) VEN-VG-1208B Industrial Sales z� o 0
Misc.Screen Components-Not Shown in Drawing 0 o J I
LIJ
SCN Screen Clip Clear H-884 Product Design o >m
SCN Screen Clip Clear H-3150 Product Design N
SCN Tension Springs 2584 Adept —
SCN Fiberglass Screen Cloth Charcoal 128"x 600' 3002606 Phifer Fiberglass W
SCN Screen Spline(H 1 W) EX-FLX-Q165-BK Imperial Plastic USA W
a
SCN Aluminum Corner Keys CK252X260 Hygrade Metals W
Misc.Components-Not Shown in Drawing NE
MISC Weep Hole Cover White H-808WHZ Product Design Robert J.Amoroso,P.E.
MISC Interlock Cover(Operating Sash)/Vents(H) HH-66 Vinyl Cement RH Products Florida P.E.No.49752
+�+tinuurri
MISC Liftrail End Caps White 00156-0001 S_I.L.Plastic ,��;1`CEN �
MISC Stainless Steel Staples 318 x V12 Sash(W) BEA 80/10 Smith Staple o`� ti F'.r"
MISC 30PP 1 2-18P50-9116 X1 3/8 X 3 Foam Block W0511022 Lindenmeyr =« rvo as s2
MISC Hurricane Grade Spring CS025 James Spring Wire QE
MISC jAccessory Parts Installation Translucent 02-MXOI50010C2 Novagard Silicones
�4�8
(W)-Width:(H)-Height Defines Component Location "ns�oNt�;;;?`
Notes:
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER THE CURRENT MD NOA.
3 HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. PRODUCT REVISED
as complying with the Florida
Building Code
Non-No. 20-1103.04
Expiration Date 07/03/2024 PTC Product Design Group,LLC
PO Box 520775
By Longvood,FL 327 52-07 7 5
Miami—Dade Product Control 321-690-1788 info�ptctorp.com
FBPE Certificate of Aulhorizatien
No.25935
Di MASTER FRAME O SASH FRAME GLAZING STOP-OPERABLE LITE 5
WHITE RIGID PVC GLAZING STOP W/HANDLE WHITE RIGID PVC w
WHITE RIGID PVC O R
a
0.070"THK. 0.070"THK. WHITE RIGID PVC 0.055"THK. c o 3
0.055"THK. 0.312
- p o
4.17 1.656 018 0.8+72 IIJS LL '
4b�
o.3ss--I W °u
1.071 0
'ao
a -1.530 -I a
2.13 �LL O SASH COVER GLAZING STOP-FIXED LITE 19 SASH STOP/FRAME COVER w
�❑ WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC
�OQ� 1.40 0.065"THK. 0.298 0.060"THK. 0.070"THK. 0.050"THK.
L _�- _� _l- 1_ F0.313
0.518 Q 0.552 0.538 0.552 0 o on
T °o m o
t I Z �6-i
�-3.250-� 1.350 � 1.031 1.031 --1.638-
-
17A 17B X o
O POCKET COVER OPOCKET COVER POCKET INSERT o¢ 9
PO
(EXT.TRACK) (INT.TRACK) FIXED PANEL 23 TILT LATCH ^N
WHITE RIGID PVC WHITE RIGID PVC 0.697" _¢ z "a Z.
0.070"THK. WHITE RIGID PVC STEEL-ZINC COATED a a z w w
0.070"THK. 0.070"THK. 0.176' 0.323" y w O
0
.345" 0.205" w u¢m O
0.825 W�Fyv
-F W0�z
0.85 0.377'• 0.709" 0 N
� 0.850
0.166"
1.857 - 1.0857-^1� 1.133 0.377" ,9061, � W
2.260"
5.622" w
ir
INTERLOCK COVER REINFORCEMENT 0s69" �� uj�LL I
FRAME + L l 0.803" 1.067" = !�
WHITE RIGID PVC SASH 1 RAMC&FIXED MEETING RAIL �J7 � P ,.
0.075"THK. GALV.STEEL TUBE
1.012" ! 0.709" ao5erta.arnon,so,P.E.
0.050"THICK Flanda P.E.No.49752
F 30-50 KSI 0.434
Y= <<�sginnurnI�
-1-- Fu=37.5-68.7 KSI 4 K 44*
pktES
0.915 0.544" 0.157" .oa�Rr�`O a NSF�AGs
--0.730 r
�4: Non'52 10
1.692 ="tz tI)� =
+a te rr
`7spy Si O �ru .:
1a REINFORCEMENT 25 REINFORCEMENT 18 FIXED MEETING RAIL 1oA SCREEN FRAME 1oB SCREEN FRAME
ACTIVE STILES FIXED MEETING RAIL (IMPOST MULLION)
ALUMINUM ALUMINUM
GALV.STEEL BAR GALV.STEEL TUBE WHITE RIGID PVC 0.040"THK. 0.040"THK.
Fy=30-50 KSI 0.060"THICK 0.066"THK.
Fu=37.5-68.7 KSI Fy=30-50KSI 0 --{ �0.410 0.410
Fu=37.5-68.7 KSI PRODUCT REVISED
p p as complying with the Florida
2.211 Building Codo
NOA-No. 20-1103.04
0.72 1.463 1.463 Expiration oate07103/2024
0.730 ��� PTC Product Design Group,LLC
�� 9y G:-"'"=� PO B..520775
75
0.355 Miami-Dade Product Control Longwood FL 32752A p.
fi 90.935 FBPE Cer cate of Author:ati n
I----2.080---1 No.25935