HomeMy WebLinkAboutNotice of Acceptance (4) M IA►M I-nDDE, NIIAMI-DADE COUNTY
CT CONTRL SECTION
REVIEWED FOR PROD 805 SW 6 Street,Room 08
DEPARTMENT OF REGULATORY AND ECO i ) AN Miami,Florida 33175-2474
BOARD AND_1CODE_A_DMINISTRATION DMSI ,/� 6 315-2590 F 786 315-2599
LUcI E � ®
NOTICE oI'+-ACCEPTANCE- �®V www.miamidade.CCEPTAl®TCE �JL� ��� eov/buildinQ
Regency Plus,Inc. ` X;C
2000 Locust Gap Highway
^` .
(� Mount Carmel,PA 17851-: o
SCOPE �F. Copy
This�xOA 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 ac
ceptance tance if it is determin
ed ned 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.
� ESCRIPTIONL"Series,`t5405"_yYhite_P-VC Horizontal-Sliding-Window�L.M.I-
APPROVAL DOCUMENT:Drawing No.RPLS0063,titled"Series 5405 Vinyl XO-OX Horizontal Sliding
Window-LMI",sheets 1 through 10 of 10,dated 0l/12/09,with revision L dated 10/20/20,prepared by PTC
Product De
sign Group,LLC, signed and sealed b Robert J.Amoruso P.E. bearing the Miami-Dade County
Y � g h'
Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-
Dade County Product Control Section.
�MISSILE_IMPA_CT RATINGLarg �" 'T_ge and,S,mall�lVIissile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,series,
and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.20-0526.03 and consists of this page 1, evidence pages E-1 and E-2, as well as
approval document mentioned above. __ _
The submitted documentation was reviewed by Sifang Zhao,P.E.
' NOA No.20-1103.09
fAMMECOUNTY
. x Expiration Date: July 22,2025
I CM"MMOMM U N=TY
01/21/2021 Approval Date: January 21,2021
Page 1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.12)
2. Drawing No. RPLS0063,titled"Impact Series 5405 Horizontal Slider Window",
sheets 1 through 6 of 6, dated 11/26/08,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. 18-0122.12)
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 a white PVC horizontal
sliding window, prepared by National Certified Testing Laboratories, Test Report No.
NCTL-110-11507-1, dated 08/18/08,, revised on 09/03/08 and signed and sealed by
Harold Rupp,P.E. (Submitted under NOA No. 08-1210.12)
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. 20-0526.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'
Edition (2014), dated 03/31/15,with revision dated 09/01/15, and updated to the FBC
61h Edition (2017)with revision 1 dated 04/29/20,prepared by PTC Product Design
Group,LLC, signed and sealed by Robert J. Amoruso,P.E.
(Submitted under NOA No. 20-0526.03)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
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. - '
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.09
Expiration Date: July 22,2025
Approval Date: January 21,2021
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 61h Edition (2017), and of no
financial interest,dated May 15,2020,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. 18-0911.04, issued to Regency Plus, Inc. for their Series
"5405" White PVC Horizontal Sliding Window — L.M.I., approved on 10/11/18 and
expiring on 07/22/20.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.RPLS0063, titled"Series 5405 Vinyl XO-OX Horizontal Sliding
Window—LMI", sheets 1 through 10 of 10, dated 01/12/09,with revision L dated
10/20/20,prepared by PTC Product Design Group,LLC, signed and sealed by Robert
J.Amoruso,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 7t1 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. 20-0526.03, issued to Regency Plus, Inc. for their Series
"5405"White PVC Horizontal Sliding Window—L.M.I., approved on 07/02/20 and
expiring on 07/22/25.
Wang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.09
Expiration Date: July 22,2025
Approval Date: January 21,2021
E-2
REGENCY PLUS, INC. o o m
SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW a
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LARGE MISSILE IMPACT �o
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INSTALLATION ANCHORAGE DETAILS a <o a
NOTES:
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7ih EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). �
J Y �
2. 2X WOOD FRAMING,1X OR ZX WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY 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.
J
3. 1X BUCK OVER CONCRETEIMASONRY 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 o 0
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. z ? a O
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-22724-1,DATED 04127120 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD
RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. z o
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5. MATERIAL: Q a
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. eJ u>
5.2. REINFORCEMENT: _Z
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 uj 2 Z moo t7 J
5.2.2. GALVANIZED STEEL TUBE(0.935"X 0.730•X 0.05"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-FIXED MEETING RAIL a a N ON l Z
5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA, oJ.< iv
w O
6. GLAZING: tJ N XZ h ��
6.1. GLAZING DETAIL AS TESTED: w U V R O E
6.1.1. OVERALL.7/8'NOMINAL INSULATING LAMINATED GLASS. Lu 0 F X
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. Ir
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 Z q rnR(le
d
6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D), w > 75
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, 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 1 $
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE.
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w rz m
w Uu Wm
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. rn m R LL
0
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 114'. G 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 Robed J.Amoroso,P.E.
( ) Fidddn P.E.No.49752
INTO MASONRY WITH 2°MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1'TOLERANCE.
10.10 1 FOR#ANCHORING
HEAD WOOD SCR FRAMING WS WITH SUFFICIENT ENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE
( ) TABLE OF CONTENTS
WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS .•' No'.bg�52 "t`PO
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. SHEET DESCRIPTION ?lt:
10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO SUBSTRATE
WITH V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS 1 NOTES
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) ���F`°'..O
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS ISMS)WITH SUFFICIENT g ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS) S�QNA+
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND
MINIMUM ANCHOR-TO-ANCHOR SPACING OF TON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID
DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE.
5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PRODUCT REVISED
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)OA2(NON-HVHZ)AND 0.55(HVHZ) B ANCHORAGE emcolm jr a�t°t°°Florida
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI noA41r a 20-1103.09
1 13 3.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS eapt.auan Data 0712212025
.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048'THICK MINIMUM. ,;
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS er
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SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW
FRAME 74" FRAME
HEIGHT INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING
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60"SASH-' 32" 3- SCREWS) OR CONCRETE/MASONRY SUBSTRATE
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WEEP HOLES: EXTERIOR VIEW g g w
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1. 0.25"WIDE BY 0.25-HIGH LOCATED EACH END OF THE BOTTOM RAIL rcl_� 0
2. 0.180"DIAMETER LOCATED V AND 1.5"FROM EACH END OF THE BOTTOM RAIL Y// Robert J.Amoruso,P.E.
3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Florida P.E.No.49752
4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL
A AA AA A
TRACK
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5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL *S'
SLIDING WINDOW 2
6. 2.5"WIDE BY 0.37 F THE 1
7. 0.25"DIAME LOCATED MID'.SP R ILL FACE EXTERIOR VIEW-ANCHORAGE ..........
WOOD AND CONCRETE/MASONRY SUBSTRATES
I
INSTALLATION NOTES:
-"DESIGN PRESSURE RATING(PSF) IMPACT RATING
1. HEAD AND SILL ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME.
LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION.
+55.0/-55.0 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4"OC. PRODUCT REVISED
ti 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. o.complying with the Florida
13.11ding Cod.
NOA-M. 20-1 103.09
Exp1milon Dato,071202025
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63"MAX. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW m a
FRAME 74"MAX.FRAME q
HEIGHT WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR
60"SASH 32" 33" SELF-DRILLING SCREW) x m 0w
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[rH5EIGHT � o1D.L.O.WIDTH D.L.O.WIDTH w6 4"D.L.O. A B B 57 2' D.L.O. a ¢Zp ¢`ci
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WIDTH 50—a
SERIES 5405 VINYL XO-OXLu W gogw
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WEEP HOLES: EXTERIOR VIEW 14 "O.C. �' m
TYP. E a
1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL Rat J.Amomso.P.E.
2. 0.180"DIAMETER LOCATED V AND 1.5"FROM EACH END OF THE BOTTOM RAIL 8 00 Florida P.E.No.49752
3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK �������PMES A r��ii
4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL o��ctitc'Erise�pas%
TRACK 'm N0 ae752 0
5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 SERIES 5405 VINYL XO-OX HORIZONTAL �=
THE EXTERIOR SILL FACE
SLIDING WINDOW
6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK ......
7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE �'�aS�ONp� ;;.�`�
STEEL SUBSTRATES
INSTALLATION NOTES:
DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME.
LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION.
+55.0I-55.0 IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED
SPACING IS 2"OC. nas n`dl.91=wu^m•pmNea
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SILL-COMPONENT ID SILL-COMPONENT ID SILL-COMPONENT ID
PRODUCT
gREVISED
Bandmi 6oda with the Florida
NOA,No. 20-1103.09
Expiratlon oato0712212025
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Mraa, .da Proaaet Control
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(SASH FRAME SIMILAR) tE.Pl By 4,,oato 07/22/2025
Mlom a ePro uet...tro
YI m
PROPERLY SECURED 1X 1/4" ITV TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X .7 N m
WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS c $ N m g
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1)
WOOD BUCK PROTECTION BY
1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. 4
o EDGE DIST. 2X WOOD \ N O
#12 WS: 7/8" MIN. EDGE DIST. f' =m
OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS og m
CONCRETE BY OTHERS SHEATHING (SEE NOTE 2, SHT. 1) w 0 c g 0 n ¢
1 1/2" MIN. BY OTHERS .. w w a
(SEE NOTE 2, SHT. 1) �'; a EMBEDMENT ;* a <o C� `
i EXTERIOR FINISH ^; #14 WS: 1 1/2" MIN. EMBEDMENT o� �c °d
1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT �o F �w
w
SHIM SPACE
'll .�^.r•... 1/4" MAX. f Y �d
EXTERIOR FINISH i5;' J
BY OTHERS _LSHIM SPACE {/(
PERIMETER CAULK coQ �O 1 W
BY OTHERS n �o d PERIMETER CAULK (( 3 q o
,~� l Z
BY OTHERS Qp� p0 a N LL
Q 3z cc
Q P =W �
� o
r u)
a0 z
a n.ni}
W o Z
� WINDOW EXTERIOR INTERIOR EXTERIOR INTERIOR I+ w V=Og m mJN E
HEIGHT WINDOW r w F xu
2 w
rj � ZU �R�gfiz
>Z s �6
m0
0
�❑
1 ANCHOR-TO-SUBSTRATE w
t EDGE DISTANCES ARE w
TYPICAL AND N 00 m m
MEASURED TO BOTH
SIDES OF SUBSTRATE n n
,`� lU� 4rJ� LUG 4rJ� Robert J.Amoroso,P.E.
Florida P.E.No.49752
r PERIMETER CAULK 4" MAX. �o �O 1 4" MAX. i@�RSNo og�SP p�G�'0.
BY OTHERS / / `!
SHIM SPACE SHIM SPACE
y _ PERIMETER CAULK „
EXTERIOR FINISH �- BY OTHERS }- b'
BY OTHERS �.".�`" #14 WS: 1 1/2" MIN. EMBEDMENT �p STATE�O
1 (BNE NOTE BY SHIER 1) e EMBEDMENT
v Py #12 WS: 7 3/8" MIN. EMBE MENT
O OPI.....
EXTERIOR FINISH
t' PROPERLY SECURED 1X %' e � BY OTHERS
WOOD BUCK BY OTHERS SHEATHING 2X WOOD
(SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS
ff
WOOD BUCK PROTECTION 1/4" ITW TAPCON 53 1EDGE DIST. (SEE NOTE 2, SHT. 1)INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST.
BY OTHERS (SEE NOTE 3, 12 WS: 7 8 MIN. EDGE DIST. PROPERLY SECURED 1X
# "/ � PRODUCT REVISED
SHEET 1) #12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS 6u==WM the Flurram
NSTALLATION ANCHOR 52 .(SEE NOTE 2, SHT. 1) :/ NOA-N 2o-1'103.D8
A VERTICAL SECTION - rxplmtl nb to07122no25
CONCRETE SUBSTRATE
A VERTICAL SECTION By G�3
-� - WOODSUBSTRATE ... ;.� Miamm ul
Q Q Q
#14 SHEET METAL c a
SCREW/SELF-DRILLING SCREW 54 m
o
3/4" MIN. INSTALLATION ANCHOR 4
EDGE DIST. METAL SUBSTRATE $ i7
(TYP.) BY OTHERS LL o LL PO
EXTERIOR FINISH (SEE NOTE 2, SHT. 1) w o s° if
"m
BY OTHERS 'O w w o
3 THREADS MIN. a °F p u9° pa
i EMBEDMENT BEYOND p o p W
INTERIOR WALL 1/4" MAX. w
r SHIM SPACE J 1
+ g
J
PERIMETER CAULK 3 w rn o
BY OTHERS Q� O� O O a .m 0
D� INSTALLATION NOTES: 3 Z
O
n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
ILJ1 fI 1.1. WOOD FRAMING, r p g o
`I (1 ANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, ¢ ¢
iV U EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND 1J= y
TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. Z V. ,Z m vi
F J
MEASURED TO BOTH ei x¢O z
SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J 1L a N 0
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND n O -
CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U w_9O " n
Z70_Xx
WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL W U U R L) J N g
HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X - W 0 F X Q
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o g w eum'
R THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o z~
EXTERIOR $z
INTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE N > 6
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. j �
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM,SHIM WHERE SPACE OF 1116" vJ m �^
OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". W—a.J¢ a`R
Q Ww am�m
5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH N 2
TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" a
ILJS MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robert J.Amoruso,P.E.
1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Redd.P.E.No.49752
�=3 SHIM SPACE ++i++++UES 4 7W�.
6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: �+�FS IR," A ���.
PERIMETER CAULK Q 6.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8'MINIMUM .1 g,r•jGEN3•-.,•P
BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR ,:,�" Nit 49 52 Ga'p
SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
F, 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM
EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHORNv �aTpC gPi'ti,�'4t
SPACING
LOCATIONS 2"O HAVE+/ TOLERAN
LOCATE
OF ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR `+thSSfONAL�p6�,,
�t �uinrl$%%
EXTERIOR FINISH 3/4" MIN. 3 THREADS MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS
BY OTHERS EDGE DIST. EMBEDMENT 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 54 BY OTHERS
(SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY.
PRODUCT REVISED
A 9. PERIMETER AND
VERTICAL SECTION JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH plil u with the Fl.da.
Bu,
METAL SUBSTRATE ASTM E2112. NOA-x.. 20-1103.09
E,.prmaon onto 07/2212025
rnr...w.a.r.Dauer e.nrnr
a 2X WOOD 1/4" MAX. c N m
FRAME.BY OTHERS SHIM SPACE
(SEE NOTE 2, SHT. 1 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE m
SHIM AS REQUIRED 4 w
INTERIOR 1" MIN. EMBEDMENT - MASONRY
,f. #14 WS: 1 1/2" MIN. EMBEDMENT ;�
9 #12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4" ITW TAPCON INSTALLATION ANCHOR w oo ��' 0
y p w=. w wo a
G o o V' •' 7 1/2 MIN. EDGE DISTANCE - CONC.
#12 OR #14 WOOD SCREW 52 oa �� Q 2" MIN. EDGE DISTANCE - MASONRY w
INSTALLATION ANCHOR I p
/A
Q
CONCRETE OR MASONRY
)dg #14 WS: I" MIN. EDGE DIST. o0 0o d BY OTHERS Lu
{ #12 WS: 7/8" MIN. EDGE DIST. nq Q pn V V (SEE NOTE 2, SHT. 1)
PROPERLY SECURED 1X zv DJ
PROPERLY SECURED 1 X ...���;,' Q. V 00 BUCK BY OTHERS
3 WOOD HERS
WOOD BUCK BY OTHERS r.;`':�i;'^s'';='•r'l:;'t;t:? 'i ��.S�Y. (SEE NOTE 3, SHT. 1) / z~ 1 o
(SEE NOTE 2, SHT. 1) D�C� �� ��O ^`• V WOOD BUCK PROTECTION BY j > m� D
SHEATHING EXTERIOR l' OTHERS (SEE NOTE 3, SHEET.1) ci 3 N m
BY OTHERS
11 EXTERIOR FINISH !,•y uj x¢��
EXTERIOR FINISHY PERIMETER CAULK �:P.ERIMUER CAUL BY OTHERS e J¢a N w w z
1 BY OTHERS BY OTHERS a.2 0. r `" �1 ERS ° w o� 9 k
C VERTICAL'SECTIO1V;_" s '__��"� ' 00�o 0 f N a N
N—SUBSTRATE ' ANCHOR-TO-SUBSTRATE RTICAL SECTION w J�x �EDGE DISTANCES ARE R. EJMASONRY a o g YJ< "�
TYPICAL AND SUBS N z LL z
w MEASURED TO BOTHLU
> Ua s
1/4?�'.AX. SHIM SP SIDES OF SUBSTRATE �v
10. S61M ED m c)
w� �omw
#14 SHEET METAL No
xwLL
CREW/SELF-DRILLING SCREW 3 0
STALLATION ANCHOR
Robert 1.Amoruso,P.E.
Rodda P.E.No.49752
4(E,,DGE . (TYP.) LOWER SASH JAMBSSHOWN.SIMILARINSTALLATION FOR3 THREADS MIN. UPPER FIXED LITE JAMBS.BEYOND INTERIOR WALLETAL SUBSTRATE BY OTHERS 'icc'C ;SEE NOTE 2, SHT. 1) �O' � MA ir
EXTERIOR FINISH
PERIMETER CAULK BY OTHERS
BY OTHERS PRODUCT
r�REVISED
Bu—raptvinD"th u Merida
E VERTICAL SECTION a�M vonD.e 712212025
METAL SUBSTRATE
Mlam a a PTO�rotlue!Control
OMAIN FRAME SASH STOP FRAME 2 2 i2
WHITE RIGID PVC O COVER ® W POCKET
TE RIGID PVC POCKET WHITE RIGID OPVC ® WHITE RIGID INSERTCKET PV
TYP.WALL TICKNESS 0.070" WHITE RIGID PVC o a m
�a.17o TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL
r THICKNESS 0.070"
I# 4
15" LL a='
� � p � I.0]8 I.07a n U p w m i
2.730" L.J 0.565' o.aao � c it n E
1.400" "� --t.e7e t.e]e ttz3 moo_ <p <� u
IT u3
1.635'
+-3.250..-►I w
rc
J Y
GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH _
PUaM=HEAD AND7ANMS AIXED LITE MEETING RAM MEETING RAH. ® O WHITE RIGID PVC
O5 WHITE RIGID PVC 6 WHITE RIGID PVC WHITE RIGID PVC J o
O O WHITE RIGID PVC TYP.WALL TICKNESS .055" 3 0 0
TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.070"
TYP.WALL THICKNESS 0.066" z ?o o
I.oat II IS 0.891" CD
03ta Z
a IFhul--ldu
1.000" 0.329"1 <
Q
F J 0.747 ?= Z, m z
o.7a] 2.2n-I 1.530• �a d N z w z
W
}Fw MEL
GLAZING LIFTRAIL HANDLE HURRICANE w 0 Q o o N $
INTERLOCK COVER c1 v o�e
10 WHITE RIGID PVC 1 1 SASH COVER 41 TILT LATCH °�x L„
WHITE RIGID PVC 1
WHITE RIGID PVC
TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" STEEL-ZINC JeLL g"
COATED o Z a ag
TYP.WALL TICKNESS 0.065" N > �
0.306" o
� 0.914" 0.697"
0.29a
0.953" 0.176• w
1.722" 0.323" w
5 o x m
0.34
0.205" .� to m
0.377" , 0.709"
0.166"J � -7 Robert J.Amoroso,P.E.
1 Flo da P.E.No 49752
0.377° 1.906" 2.260"
5.622•
0.669" „4r W0 d0 S2 a'
13 REINFORCEMENT 14 REINFORCEMENT 0 0.803" 1.067^
STEEL STEEL 1.o1z^ � o.7as°
TYP.WALL TYP.WALL I T
THICKNESS 0.06" THICKNESS 0.05" o.saa^ 0.157^
0.437"(TYP)
r 0.434° 0.730"
f - 0.730" UI�-��0.935" PRODUCT REVISED
as coma l&wlen uo rr"Ne.
NDA-N1 20.1103.09
EWintle"0seo 07/2212025
wramwaae P--
Series 5405 XO Horizontal Slider/Bill of Material
item No. Description lPart Numbers ISuppler Material or Note N m
Frame Com onents ua -
1 IMster Frame IV White 106017780 Ener)IRoyal White PVC(2) ,n
2 Sash Stop Frame Cover Head . ..._ _....__.._-_ ..._.__. w
3A Pocket Cover _ ____ _IVWhit.107317724 EnergIIRoyal Whito PVC(2_ -i- -r -1/2"GLASS BITE
38 Pocket Covo_r - _ - _ IV White 1776f7739 EnergilRyai _White PVC 2 rm o mm
4 Pocket Insert IV White 10T9 17737 EnelgiIRoyal White PVC 2 10 7/8"O.A.LAMINATED GLASS
5 Glazing BeadFixetlSectlon __-NWhite1703f7726 _ EneruRoal ..__WhitePVC_(2)___ O CONSISTING OF:EXTERIOR w oo o� g
6 GlazingBead Fixed Section IV White108017753 Ena IIRo al White PVC 2 INTERIOR Z " N
7 ImpostMulllenFixedSection IVWhite106317735 Ene f/Ro al White z 'i. — \ LAMINATED GLASS-(2)NOMINAL 1/8" a o o w` Qo`• w
o Sash Frame(Operating$ash IV White 128217750 Ener i I Royal White PVC(2) I Z a.F a o
9 GlazingBead Stop O eratin Sash IVents NWhite1 0 67 1 7716 Ener fIR0 al White PVC 2 13 �� ANNEALED GLASS W/0.090" Z)o a 0 w
10 GlazingLihrallHandle(Operating Sash)lVent IV Whitc1068l7747 Encr IlRoyal whitePvc(z KURARAY AMERICA INC.TROSIFOL t"
11 IntedockCovOF Operating sash/Vent N Whit.11801772T Ene IIRo al whitePvc z INTERLAYER,7/16"AIRSPACE W/ -� Y
12 SashCover O eratin 9 Sash)IVeIts IV White10T8f7725 EnergilRoyal White PVC(2) ❑ STAINLESS STEEL SPACER(TYPE
Reinforcement I t
13 O eratina Sash/Reinforcement ST-226-144.0.052 H radeMetals .06"GaN.1 SS-D),INTERIOR 1/8"TEMPERED ,
14 Im ost Mullion Fixed MeetingRail Reinforcement ST-888.168-0.042 H mde Metals .06"GaIv.1
GLASS ?: a
15 #6 x 5/8"Tok/Reinforcement Fastener 177595 GLF Co oration 1 / o a N li
Weatherstrip ing I " O
16 .210x.300FinSealPocketCover/107317724 W23303NW000O Ultra-Fab GLAZING DETAIL I Z
16 .210 x.300 FIn Seal Pocket Cover 1107317T24 W23303NW000O Ultra-Fab EXTERIOR
16 .210x.300 Fin SealimpostMu Ilion 1106317735 W23303NW000O Ultra-Fab OPERATING SASH JAMB SHOWN. owg
17 A87x,300 Fin Seal Interlock Cover 1118017727 W233D1NW0000 Ultra-Fab 8 �} SAME AT HEAD AND SILL.
17 .107x.300 Fin Seal interlock Cover o /Blocks Ill 8017727 W2330INW000O Ultm-Fab
17 .187 x.300 Fin Seal Sash Frame f 1282I77501 Ener 1 W23301 NWOOCO Ultra-Fab U=m Q Z
17 .187x,300 Fin Soal Sash Frame 11282177501Extorior To W23301NWODOO Ultm-Fab �U-' -Z� >m H J
18 .210 x.220 Fin Sea]Sash Fmmo 1128217760/ExtodorBase W23223NWODOO Ultra-Fab (6 a a O� 2:
19 .270 x 220 Fin Seal Sash Frame 1 Single Lag Scroon Frame W112257W0000 Ultm-Fab i Ja Q rc
Glazing y~w O y
20 We Glaze(Operating Sash I Fixed Section 552 Sikaflex Black Sika US Z F-K X Q
21 E3662.7mm 10.9.0 PUB Inteda er lG Hurricane Laminate Impact Cardinal _ ILI
22 Glass SettingBlocks Fixed Base 2NB41K-0.125-032-064 Frank Lowe /i l 4, W p(J O F
23 Glass SetOn 8bcks Sash Base 2NB-0K-0.125.028-028 Frank Lowe \ o J
24 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) - Cardinal Stainless Steel i .f
Screen Components(notall companents ID'ed in section views) i 1 / INTERIOR col j0
25 Single La Fmme New White 06516NEW192 Sha es Unlimited 5 X`bit
y Jc4
25 Double LOUFrame New White 06615NEW192 Shapes Unlimited 20
27 Tension Springs 2584 Ade t rn
20 Fib lass Semen Cloflt Charcoal/28"x 600' 3002606 Philer I w
a`^omw
29 Screen S Ilne H 1 EX-FLX-0165-BK Imperial Plastic USA ` I w
30 Aluminum Comer Keys CK252X260 H radoMetals / 1/2" GLASS BITE �' m
31 Screen ClipClear H3150 Product Design
u a.m
Misc.Components,Hardware and Hardware Fasteners(not all components ID'ed in section views) EXTERIOR
32 Wee HOIa CoverWhOe H-808WHZ Product Design \ 1 Rated J.Amoroso,P.E.
33 Stainless Steel Ball Bearin Rollers WR03-R3 Product Design 4
\ / Florida P.E.No.49752
34 Black Glazin Ta a 118 x 318 x 85'Fixed Section VEN-VG-1208B Industrial Sales
35 Interlock Cover Oporatin Sash/Vont HH-66 Vinyl Cement RH Produces __ „11EE1rrrUty/xr
7/8"O.A.LAMINATED GLASS 31114. �i,�
36 LiKratl End Ca Ds White 00156-0001 S.I.L.Plastic :�ttQ• �GENg'
37 See Sash BEA80110 Smith Staple 24 CONSISTING OF:EXTERIOR bo,r•�. 6•••.f.J,'.
38 30PP12d8P50-9/16X13l8X3 Foam Block W0571022 Lindenmar ':. LAMINATED GLASS-(2)NOMINAL ``;'_ti•"fe-3'y1i
._..39__Hurricane Grede Sp_n_....................__..--.__..._..-__._..._......GS025__ ....._....James Spdng Wire __....__..._ O O9O ' :.•*-1/8"ANNEALED GLASS W/ _ ci
40 Accessory Parts Installation_Translucent _O2•MXOt50o10C2 ____Novagard Silicones_ __ Tp�o)�;-
41 HurricanaTiltLatch 1057A-003-EW Vision industries -� KURARAYAMERICAINC. gat (STATE If
bz _saroSea Lock __. _.32z0 S-003•Ew _v_sionlndustres TROSIFOL INTERLAYER,7l16" �'�4
•,,F ..,ne1,• cr S
a3 Safe Seal Keeper 9282A-003•EW Vision Industries AIRSPACE W/STAINLESS STEEL
44 #8.18 x 0,850 Flat Wafer Shoulderl Sash/Hurricane Latch 137341 GLF Corporatlan OPdAL�'x�
...................._._. _........._.................._._.__....___._.................._._..._..._.......__.-__..........._.—.-..._.....__. ! f�rff(deist111tt
45 #Bx1114"Tek White lLocks 120376 GLF Co oration SPACER(TYPE SS-D),INTERIOR
46 #6x1"Tek White/Keepers 116821 GLFCor eratian 1/8"TEMPERED GLASS
47 06x11/4"Tek White I Impost Mullion Reber 156180 ELF Corporation
48 #8 x 3112"Phil Pan HD SMS Salt Spray 1 Impost Mullion 120913 GLF Corporation -
49 #0625 x 0.194 Washerl Impost Mullion 145030 GLF Corporation
50 #5 x 318_Tell I Screen Clips White 116506 _GLF Goer erat�a�_- GLAZING DETAIL 2
51 CAM Type SweepLock 3220SS-003-EW Truth Hardware
52 Face Mounted Keeper - Truth Hardware I Steal FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED
Installation Fasteners a p w1IH Me Florida
sz #12 OR N14 WOOD SCREW We We Steel AT SILL AND JAMBS. Noiaina l In�
63 11M1"ADVANCED THREADFORM TAPCON nla _ fTW steel now-No. 20.1103.09
54 #14 SHEET METAL OR SELF-DRILLING SCREW nla nla Steel expiration oato0712212025
11)Hygrade Metals Spedfiration:AISI 10o5 to 1010,CS Type A and a,30 W to SOW Yield Strength,G4OGoluanized 0 ✓'�
rel m ado Pmdan control
12)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI•DAVE NOTICE OF ACCEPTANCE INCA).