HomeMy WebLinkAboutAPPROVED DH NOA 20-0512.01 MIAMI-DADE MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
Regency Plus,Inc.
2000 Locust Gap Highway
Mount Carmel,PA 17851
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 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,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "5305 Tilt" White PVC Double Hung Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0064, titled"Series 5305 Tilt Double Hung Impact Vinyl
Window",sheets 1 through 10 of 10,dated 01/12/09,with revision K dated 04/29/20,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 and renews NOA No. 18-0918.04 and consists of this page 1 and evidence pages E-1,
E-2,E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.20-0512.01
MIaMFAWE OOUN7Y Expiration Date: May 06,2025
Approval Date: June 04,2020
T5/277/20 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. 09-0122.05)
2. Drawing No. RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",
sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by
PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
(Submitted under NOA No. 18-0122.11)
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 series 5305 tilt double hung
vinyl window, prepared by National Certified Testing Laboratories, Test Report No.
NCTL-110-11422-2, dated 10/02/08,with revision dated 01/08/09, and addendum letter
dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 09-0122.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"
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).
Manuel Perez,P.E.
Product Control Ex in r
NOA No.20- 12.0
Expiration Date: May 06, 25
Approval Date: June 04,2020
E-1
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 16-0712.03, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 08/10/17, expiring on 02/28/18.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 611 Edition (2017), dated January
8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso, P.E.
(Submitted under NOA No. 18-0122.14)
2. Laboratory compliance letter in the Test Report No. NCTL-110-11422-2, issued by
National Certified Testing Laboratories, dated 10/02/08, with revision dated 01/08/09,
signed and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 09-012Z 05)
3. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 06/11/18, signed by Tony Procopio, Plant Manager.
(Submitted under NOA No. 18-0122.14)
4. Testing agreement letter dated 06/12/18 between National Certified Testing
Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L.
Bupp, Laboratory Manager.
(Submitted under NOA No. 08-1118.10)
G. OTHERS
1. Notice of Acceptance No. 18-0122.11, issued to Regency Plus, Inc. for their Series
"5305 Tilt"White PVC Double Hung Window—L.M.I., approved on 03/08/15 and
expiring on 05/06/19.
Manuel Pert51P2
.E.
Product Control Exn r
NOA No.20- .0
Expiration Date: May 025
Approval Date: June 04,2020
E-2
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 K dated 04/29/20,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 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 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.
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 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of series 5205 outswing vinyl
casement window,prepared by National Certified Testing Laboratories,Test Report No.
NCTL-110-22725-1, dated 02/14/20, with revision 01 dated 04/07/20, all signed and
sealed by Joseph A. Reed, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5tn
Edition (2014), dated 06/01/15 with revision dated 09/01/15, and revision 1 dated
04/29/20,prepared by PTC Product Design Group, LLC, signed and sealed by Robert
J. Amoruso, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
"--Waw
'46C.)
Manuel ZExan
Product ControlNOA No.Expiration Date: Ma
Approval Date: June 04,2020
E-3
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, 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 6t'Edition (2017), and of no
financial interest, dated April 30, 2020,prepared by PTC Product Design Group,
LLC, signed and sealed by Robert J. Amoruso, P.E.
2. Proposal No. 19-0312 issued to Regency Plus, Inc. by the Product Control Section,
dated May 15, 2019, signed by Manuel Perez, 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., approved on 10/11/18 and
expiring on 05/06/20.
2. This is a one-year approval, subjected to successful verification test.
Manuel Perez,P.E.
Product Control Ex finer
NOA No.20- 12.0
Expiration Date: May 06, 25
Approval Date: June 04,2020
E-4
REGENCY PLUS INC. C)
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SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW" 'WINDOW ,T
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
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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 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 N C) LL
MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. o O
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4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO. NCTL-110-11422-2, DATED 10/02/08,WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED 0 w z W
TESTING LABORATORIES,YORK, PA, SIGNED AND SEALED BY HAROLD E. RUPP, FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312. Z_ o o
5. MATERIAL: Q O
5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA. U = Z
5.2. REINFORCEMENT: Z O - = m U Y
5.2.1. GALVANIZED STEEL TUBE(0-730"X 0.434"X 0.06"THICK, Fy=30-50 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER = Q w m 00 Z
5.2.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA. :3 a- °- m cn
n CO w O Fw o
6. GLAZING: U � 0 OZ
6.1. GLAZING DETAIL AS TESTED: z Q } o
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. 00 U Z 0 N a
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. w _j [_ > J N
6.1.3. LAMINATED LITE: (2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. o :E l a N
6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). N a 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. m$
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 co m a
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MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. Lo
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w o
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7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. � , x m
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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". F a
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT RobertJ.Amoruso,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+/-V TOLERANCE. Florida P.E.No.49752
ANCHORING
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NG OR 2X BUCK USE
E OF
10.10.1.
0 1 FOR#12 FLAT HEAD WOOD SDCREWSI(WS)WITH SUFFICIENT rLENGTHITOFOLLOWING:
IACHI ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. LOCATE ANCHORS AS TABLE OF CONTENTS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION `' > " r� Vic? r
WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. LOCATE ANCHORS AS u" a"�
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 1 NOTES
2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS)
'It FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT e m �•� �^� a ;,
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND
3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS)
MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.ANCHOR LOCATIONS HAVE +/-1"TOLERANCE. 4 VERTICAL SECTIONS-COMPONENT ID &GLAZING DETAIL
12, ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 5 HORIZONTAL SECTIONS-COMPONENT ID & FRAME CORNER CONSTRUCTION
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7 VERTICAL SECTIONS- METAL SUBSTRATE ANCHORAGE & INSTALLATION NOTES
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 8 HORIZONTAL SECTIONS-WOOD, CONCRETE/MASONRY & METAL SUBSTRATE
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI ANCHORAGE
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY> 117 PCF
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"), Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 9 COMPONENTS
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
10 BILI. OF MATERIALS &COMPONENTS
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SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW aCID
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53" MAX. FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING OD Ck
WIDTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE W
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HEIGHT HEIGHT 8 8 o [- so m �'
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HEIGHT /� // 14 4" O.C. MAX. TYP. WOOD a a -j z J z
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ANCHORAGE THE SAME. ww z
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2. JAMB ANCHORAGE SAME. ww N s
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@ HEAD & SILL ANCHOR LOCATION. J °
13„ DETAIL 1 a
46116 BOTTOM (SEE SHEET 5) 3.1. TAPCON MINIMUM RobertJ.Amoruso,P.E.
SASH -i SERIES 5305 TILT VINYL DOUBLE HUNG SPACING IS 4" OC. Florida P.E.No.49752
D.L.O. WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING eee```t�piJIES 1,�`'000
1 EXTERIOR VIEW-ANCHORAGE SCREW MINIMUM a�.`���,•e�E `5°e:
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50 g BOTTOM WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2" OC.
AS — ,
WIDTH
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SERIES 5305 TILT VINYL DOUBLE WEEP HOLES:
HUNG WINDOW WINDOW 1. ONE (1) TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2 WIDE
EXTERIOR VIEW BY 1/2" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER 0® �........
...
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.
IMPACT 3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 1/4" AND EMPLOYING A PLASTIC WEEP
COVER WAS LOCATED AT 2-7/8" FROM EACH END OF THE EXTERIOR VERTICAL SILL
FACE.
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SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW01
W
53" MAX. FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR CD °
WIDTHSELF-DRILLING SCREW) CD
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36- TOP 32 110 TOP Q �
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FRAME HEIGHT II �/� II HEIGHT II �� II N= Q wg z m z Y
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HEIGHT J Q m s s
Meeting Rail 1� �1 1„ a J �� ,r W
9 2 O.C. MAX. TYP. FOR SMS w 00
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F„ 33 8" BOTTOM TYP. EACH SIDE I II Lu o 0 zQ M
36 g E SASH OF MEETING RAIL X o 2i �z ;J Elm
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SASH )( ;; C X .I N �z az
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HEIGHT GI �� II �// II INSTALLATION NOTES: � °
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" — 1. HEAD AND SILL co w to
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ANCHORAGE THE SAME. Ew u'
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q 2. JAMB ANCHORAGE SAME. U) 4a o
4 1516" O.C. TYP. 7 3. +/- 1" TOLERANCE ON w o
@ HEAD & SILL ANCHOR LOCATION.
13�� DETAIL 1
46— BOTTOM 3.1. SMS, TAPPING OR Robert J.Arnoruso,P.E.
16 (SEE SHEET 5) Florida P.E.No.49752
SASH -- SERIES 5305 TILT VINYL DOUBLE HUNG SELF-DRILLING
D.L.O. WIDTH WINDOW WINDOW SCREWS MINIMUM a�o ��,�E�C f?6!Ile
.°.....
EXTERIOR VIEW- ANCHORAGE SPACING IS 2" OC. �e`����.•®(, E�rS•,� yx®�
50 ' BOTTOMG-
SASH - STEEL SUBSTRATES ° �Wp - ;•c;
a
WIDTH ;
SERIES 5305 TILT VINYL DOUBLE_ WEEP HOLES- • (/
1. ONE APPROXIMATELY 1/2" . '��•o°,� a.�oP
HUNG WINDOW WINDOW 41) TRZANGULAR-SHAPED WEEP HOLE MEASURING APPROXIM E Y WIDE
EXTERIOR VIEW BY 1/2 HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG. a
® �018111ceao
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.
IMPACT 3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 1/4" AND EMPLOYING A PLASTIC WEEP
COVER WAS LOCATED AT 2-7/8" FROM EACH END OF THE EXTERIOR VERTICAL SILL
FACE.
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❑ EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8"
nI ANNEALED GLASS W/ 0.090" K U RARAY AM E R I CA Robert J.Arnoruso,P.E.
21 u 11 Flodda P.E.No.49752
INC. TROSIFOL INTERLAYER 7/16 AIRSPACE W/ ®e,,Rn® m4A
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33 �� 5 I o� 3� s� �;. "
00 STAINLESS STEEL SPACER (TYPE SS-D), ® E�,� . '�
EXTERIOR ooc� 1 INTERIOR 1/8 TEMPERED GLASS : No 49e52
INTERIOR_
10 _ EXTERIOR .
VERTICAL SECTION - , 4
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Florida P.E.No.49752
SEE GLAZING 0�eeets®e�ms,,Am
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0 EXTERIOR MASTER FRAME CONSTRUCTION ®: sAE:;L F u�y
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PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 53 PROPERLY SECURED 1X oco
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WOOD BUCK BY OTHERS 54 INSTALLATION ANCHOR WOOD BUCK BY OTHERS m m o
INSTALLATION ANCHOR co
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1)
WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. o w
EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD W =
OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS o LL t- m
SHEATHING (SEE NOTE 2, SHT. 1) iu Q a 0 uiz:-
CONCRETE BY OTHERS Ir v 1 1/2" MIN. BY OTHERS W c
SEE NOTE 2, SHT. 1 v 7u v v W a <
( ) EMBEDMENT za w
EXTERIOR FINISH ''tire #14 WS: 1 1/2" MIN. EMBEDMENT a LLI
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BY OTHERS a
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1 4" MAX. #12 WS: 1 3/8" MIN. EMBEDMENT Lu a "'
SHIM SPACEEr
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EXTERIOR FINISH 1/4" MAX.
BY OTHER �� SHIM SPACE W
PERIMETER CAULK O I
BY OTHERS �� PERIMETER CAULK Q °
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a a Robert J.Amoruso,P.E.
a a Florida P.E.No.49752
o � ,,�NII101I®®,1
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PERIMETER CAULK �� D� �� O� °t,��•^OGEN
BY OTHERS 1/4" MAX. 1/4" MAX. • �,d
FSHIM SPACE _ SHIM SPACE 40 � 19752 C�
PERIMETER CAULK °
EXTERIOR FINISH '' '*. ::,:, •.,�.; � BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT
BY OTHERS °•.
#12 WS: 1 3/8" MIN. EMBEDMENT
CONCRETE BY OTHERS o a o 1 1/2" MIN. r �.• O_ ��J ' '
(SEE NOTE 2, SHT. 1) ''" EMBEDMENT
o EXTERIOR FINISH °�� •'° •°• �� ,a
PROPERLY SECURED 1X BY OTHERS
WOOD BUCK BY OTHERS
SHEATHING 2X WOOD
(SEE NOTE 3, SHT. 1)
1 1/2" MIN. BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON J4 EDGE DIST. (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST.
SHEET 1) #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X
#12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS
INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1)
A )-�RTICAL S ECTION
CONCRETE SUBSTRATE VERTICAL SECTION
A WOOD SUBSTRATE
Q Q �
#14 SHEET METAL w
SCREW/SELF-DRILLING SCREW 55 °; o
3/4" MIN. INSTALLATION ANCHOR v
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EDGE DIST. METAL SUBSTRATE CD
(TYP.) BY OTHERS _ C)
EXTERIOR FINISH (SEE NOTE 2, SHT. 1) u z a 0 m o
BY OTHERS w Q ~w
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3 THREADS MIN. a �o a o
EMBEDMENT BEYOND ;¢ �
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SHIM SPACE
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BY OTHERS �p oo F- o 0
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INSTALLATION NOTES: 0 z0
n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1- ;t Q
lU� ANCHOR-TO-SUBSTRATE 1.1. WOOD FRAMING, } W
EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING, Q (Q
U TYPICAL AND 1.3. ALUMINUM FRAMING,AND V 00
MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. Z_ 0 1-
EXT I SIDES OF SUBSTRATE cl= r W
2. 2X WOOD FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE a m w 5 w Z
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND a W Do< ' 1
N Iw>
CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
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VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL w U U Z z N E
B METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X w O � Q N 3
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS Ix o : w a"
INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE o Q Q�2
EXTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE r17 m g ,�
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U) 10 m.Q
�m
l� U)D
4. SHIM AS RE �JOOY
/1 QUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" w_� o
l(11 DG� OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". Q a o m w
w H c) 19 a-
� U)W � xNu_
❑ 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH o m°
TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" w a
MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN
a ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robert J.Amoruso,P.E.
1/4" MAX. ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE. Florida P.E.No.49752
o q SHIM SPACE
Ii1I FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: rk
°°
o 6.
PERIMETER CAULK � OO 6.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM eaa ` J ��s
BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR ®�`°�< •••��,[ PyiuS,�,•O,p�s
SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. (p
--- ANCHOR LOCATIONS HAVE +/-1"TOLERANCE. ;
6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM
s'syt; EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR e
SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. fa tl F:s C 06�
ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
3/4" MINFINISH . 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS �i�`ee"'•`�• 3
EXTERIOR OTHERS EDGE DIST. - EMBEDM ENTHREA BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
(TYP•) INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. LOCATE
#14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/- 1"
SCREW/SELF-DRILLING SCREW METAL_ SUBSTRATE TOLERANCE.
INSTALLATION ANCHOR 55 BY OTHERS
(SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH
A METAL SUBSTRATE ASTM E2112.
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1/4" MAX. 0O W
FRAME BY OTHOERS SHIM SPACE~
1/4" MAX. SHIM SPACE-- 1 1/2" MIN. EMBEDMENT - CONCRETE v
(SEE NOTE 2, SHT. 1) INTERIOR SHIM AS REQUIRED- 1" MIN. EMBEDMENT - MASONRY o 0
W J
#14 WS: 1 1/2" MIN. EMBEDMENT 00 C° Z
#12 WS: 1 3/8" MIN. EMBEDMENT
/4" ITW TAPCON INSTALLATION ANCHOR w ?a o
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#12 OR #14 WOOD SCREW 53 �� �� Q 2" MIN. EDGE DISTANCE - MASONRY
INSTALLATION ANCHOR
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#14 WS: 1" MIN. EDGE DIST. o� �o V BY OTHERS w
#12 WS: 7/8" MIN. EDGE DIST. �� d V (SEE NOTE 2, SHT. 1) a o o
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V PROPERLY SECURED 1 X ' v ° a o
WOOD BUCK BY OTHERS p z co
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(SEE NOTE 2, SHT. 1) �a � - ❑ AL—/ WOOD BUCK PROTECTION BY } of
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SHEATHING- ' EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) zm
BY OTHERS z ( co _u) m vi
EXTERIOR FINISH N= Q w< m z Y
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS D a a- m� 3 W Z
BY OTHERS BY OTHERS BY OTHERS v w o
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VERTICAL SECTION 0 o C) z o J o
WOOD SUBSTRATE ANCHOR-TO-SUBSTRATE D VERTICAL SECTION w 50 ry
EDGE DISTANCES ARE CONCRETE/MASONRY o J 'o LL Y o
TYPICAL AND SiJBSTRATE
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MEASURED TO BOTH Lo l- m o @
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INTERIOR SHIM AS REQUIRED w 'u
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w m
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#14 SHEET METAL ca
55 SCREW/SELF-DRILLING SCREW �
INSTALLATION ANCHOR
Robert J.Amoruso,P.E.
Florida P.E.No.49752
fro 3/4" MIN. UPPER SASH JAMBS �°°°°jP CS 4,`oi�
UU EDGE DIST. (TYP.) SHOWN. SIMILAR ����kR�••�� �s �,�''
INSTALLATION FOR n�°• •� '
3 THREADS MIN. LOWER SASH JAMBS. o�••
EMBEDMENT BEYOND INTERIOR WALL '
METAL SUBSTRATE BY OTHERS e p o A C'
■ (SEE NOTE 2, SHT. 1) AN
p R E�1�•'��"
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PERIMETER CAULK BY OTHERS
BY OTHERS
C E VERTICAL SECTION
METAL SUBSTRATE
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OMAIN FRAME SASH FRAME SASH COVER SASH STOP FRAME ( 0 W 1i W
2 3O ® 5 SLOPED SILL COVER Z W < N w
WHITE RIGID PVC 0 COVER 0
WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC W ZV)Z a w
TYP. WALL TICKNESS 0.070" TYP. WALL THICKNESS 0.070" TYP. WALL THICKNES 0.065" WHITE RIGID PVC TYP. WALL THICKNESS 0.075" W
I�-4.170" TYP. WALL THICKNESS 0.070" � >
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3.450"�15 2.730" 1. �� 2.155" v
T1.000" 0.565"
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GLAZING LIFTRAIL HANDLE POCKET HEAD COVER 10 REINFORCEMENT ; z
GLAZING BEAD STOP INTERLOCK COVF,R O = co D
60 WHITE RIGID PVC 7 g STEEL z r =� �, �
WHITE RIGID PVC O 1--
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WALL THICKNESS 0.055 WHITE RIGID PVC 9 WHITE RIGID PVC = w� ;� �
TYP. WALL TICKNESS 0.055" TYP. WALL THICKNESS 0.075" TYP. WALL TYP. WALL = a Jmw Z . w z
0.306" THICKNESS 0.070" THICKNESS 0.06" w 00
0.953" �� 0.8911, 0.914" W O U z 0 U N
1.857" 0.434" Z p Q z O q
�_�I I ■ 0.280' (TYP) 0 O �� 0
0.329' -I ��__ I i 1.722" 0.85" 1.077 o H -i o J a o>
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CAM SWEEP LOCK FACE MOUNTED KEEPER ®CONSTANT FORCE a m N°'-
STEEL 19 STEEL BALANCE a
TYP. WALL TICKNESS NA TYP. WALL TICKNESS 0.070"
Robert J.Amorum P.E.
Florida P.E.No.49752
1.750" +0.000
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�-2.836„�I -� I--0.150., 0.665" -0.100 a°° JNMES
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0.687" 1.326"
1.220 DIA. MAX.
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0.070" 1.885" c
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0.406" 0.467'
0.525" - aJya�c��
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Series Tech 5305 Double Hung/Bill of Material
Item No. Description I Part Numbers ISup lier I Material O
ao
Frame Components m a
1 Master Frame IV White 7780 Energi/Royal White PVC(2) ao N 00 0
-- ---- -- - — o v
2 Sash Frame(Operating Sash) IV White 1282/7750 Energi/Royal White PVC(2) o
3 Sash Cover Head(Keeper Sash) IV White 1078/7725 Energi/Royal White PVC(2) HURRICANE °O
4 Sash Stop Frame Cover_ IV White 1070/7736 _ Energi/Royal White PVC(2) _
- 0 TILT LATCH o LL
5 Sloped Sill Cover IV White 1181/7738 Energi/Royal White PVC(2) j z°a O LL o
6 Glazing Liftrail Handle(Operating Sashes) IV White 1068/7747 Energi/Royal White PVC(2) STEEL - ZINC COATED �� c a F- � a
-- - �� w � r
7 Glazing Bead Stop(Operating Sashes) IV White 1067/7745 Energi I Royal White PVC(2) 0 Z< F-
8 Interlock Cover Operating Sashes) IV White 1180/7727 Energi/Royal White PVC(2) LL o LL p o
9 Pocket Cover Head IV White 107317724 Energi/Royal White PVC(2 z a O
Reinforcement 0.697 w a
10 Operating Sash Perimeters/Heavy Reinforcement ST-226-144-0.052 Hygrade Metals .06"Galy.(1) 0.176"—► >
-- -- --- -
11 #6 x 5/8"Tek I Sash Reinforcement Fastener 117595 GLF Corporation
0.323" Y
Weatherstripping I 0.345"
.210 x.300 Fin Seal Pocket Cover/107317724 I Frame Head W23303NW0000 Ultra-Fab 0.205"
.210 x.300 Fin Seal Pocket Cover/1181 1 7738/Frame Sill W23303NW0000 Ultra-Fab
12A .210 x.300 Fin Seal Sash Frame 1 1282/7750/Keeper Sash W23303NW0000 Ultra-Fab - rn (oo c3
210 x.300 Fin Seal Sash Frame 1 1282/7750/Lock Sash W23303NW0000 Ultra-Fab I 0377" Q,7Qg" CD LL
.210 x.300 Fin Seal Sash Frame /1282 1 7750/Lock Sash_ _ W23303NW0000 _ Ultra-FabA .
_ _ o a O
126 187 x.300 Fin Seal Interlock Cover 11180/7727 1 Keeper Sash W23301 NW0000 Ultra-Fab 0.166" z o
.187 x.300 Fin Seal Interlock Cover 11180 17727/Lock Sash W23301 NW0000 Ultra-Fab O
12C .270 x.220 Fin Seal Sash Frame /Single Leg Screen Frame W112257W0000 Ultra-Fab 0.377" tD w Q w
1.906" Z_� '._
13 .200 x.340 H-Bulb Seal Sash Frame 1282/7750/Lock Sash E20718WN2020 Ultra-Fab 2.260 } W u)
Z
14 Wet Glaze(Operating Sash) Glazing552 Sikaflex Black Sika US 5.622 _ ;; Z O
16 Operating Lock Sash E366 2.7mm 10.9.0 PVB Interla er IG Hurricane Laminate Impact Cardinal Z = 00 d
v7
16 Operating Keeper Sash E366 2.7mm 10.9.0 PVB Interla er IG Hurricane Laminate Impact Cardinal ::�70.669" - T =p r m Y
17 Glass SettingBlocks Sash 2NB-8K-0.125-032-064 Frank Lowe Q _j U m Z
0.803" 1.067" a D_ m W
0
z
18 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) _ _ - _ _ Cardinal Stainless Steel O J Q Q
19 Face Mounted Keeper Steel Truth Hardware O. O W O_ ff N 'K
Screen Components not all components ID'ed in section views 1.012" 0 0.709" v � g ❑g �,
20 Single Le Frame New White _ 06516NEW192 Shapes Unlimited I Z � '�W
_ Q }W o
21 Double Le Frame New White 06515NEW192 Shapes Unlimited T U U Z_E- 04 o'o
22 Tension Springs 2684 Adept _lI W � f- > N a M
23 Fibe lass Screen Cloth Charcoal/60"x 96' _ _ 3002606 Phifer 0.157' o J� 'o J N
24 Screen Spline EX-FLX 0165 BK Im erial Plastic 11SA —� 0.544" o F_O LL u Z
25 Aluminum Corner Keys CK252X260 H rade Metals N LO J go
to ,o c -�
26 Screen Clip Clear _ _ _ H 884 _ _ _ Product Design c pp u o,�<
27 Screen Clip Clear H-3150 Product Desi n c
Misc.Components,Hardware and Hardware Fasteners(not all components ID'ed in section views) W o ti
28 36 lb.3 Coil/984 Series/Constant Force Balance 803836 Amesbu /Truth a`o m w
29 Not Used _ _ nla n/a W `y o
30 Hurricane Tilt Latch 1057A-003-EW Vision Industries a m M LL
31 Pivot Bars/TShaped Head 6987 Vision Industries W o
32 CAM Type Sweep Lock _ _ 3220SS-003-EW Truth Hardware
33 Weep Hole Cover White H-808WHZ Product Design I
34 1 Muntin Bar W58W Hygrade Metals I PIVOT BAR Robert J.Amoruso,P.E.
35 Muntin Bar End Pins _ D58P Hygrade Metals Florida P.E.No.49752
36 Interlock Cover(Operating Sash)/Lock Sash HH-06 Vinyl Cement __ RH Products METAL
337 8 L Interlock
End Cars White tin Sash /Keeper Sash-- ------- -_-- HH-66
6 Vinyl Cement SH P Plastics a® ,,S����S�I®*'?410
A A
39 Stainless Steel Staples 318 x 1/2 Sash BEA 80/10 Smith Staple e�� Q� •' IQ�
40 30PP12-18P50-9116 X1 3/8 X 3 Foam Block W0511022 Lindenme r am ' '.•� '�� o�j
41 .75 White Balance Plug 21300-00077 Lamatek ILO 4
42 Hurricane Grade Spring CS025 James Spring Wire 0.559"
43 Accessory Parts Installation Translucent 02-MX0150010C2 Nova and Silicones y�
44 Safe Seal Lock 3220SS-003-EW Vision Industries 0.352" 0.173" D
45 Safe Seal Keeper 8292A-003-EW Vision IndustriesT-
46 #5/32"Triativet.040/275 Grip I Sash Pivot Bars 112003 GLF Corporation ie®�.� e d
47 #848 x 0.850 Flat Wafer Shoulder I Sash/Hurricane Latch 137341 GLF Corporation ,
48 #8 x 1 114"Tek White/Locks 120376 GLF Corporation ��� ®F;^E
- - -- --- 0.551" ❑ o 0 0.748"
50 #8 x 3/4"Tek I Pan Head(Balance Shoes 120766 GLF Corporation
401168 GLF Corporation E�f
51 #5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation
52 #12 x 3"Flat/Installation Screws I 0.368"
Installation Fasteners
53 1#12 OR#14 WOOD SCREW n/a nla Steel —► 1.122"
54 1/4"ADVANCED THREADFORM TAPCON Inia JITW Steel 2.372" r
55 1#14 SHEET METAL OR SELF-DRILLING SCREW n/a I n/a Steel
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksl to 50 ksi Yield Strength,G40 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA).