HomeMy WebLinkAboutProduct Approval (2) MIAM'I.DO
���� ®g��7 MIAMI DADE COUNTY
1; ODUCT 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) REVIEWED FO vmiamidade.eovlbuilding
Regency Plus,Inc. CODE COMPLIANCE
2000 Locust Gap Highway )�j Mount Carmel,PA 17851 ��o �
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SCOPE:
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"54A5'_'White-PVC-Hor-izontal Sliding Wind6W;—
APPROVAL DOCUMENT: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.,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.
-- 1VlISSILE IIVIPACT RATING:Large arid�Sinall Missile Imp act-ResistantR"-"� 1,
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. -�
391APf4t 1DE CC?vN7Y NOA No.20-1103.09
• Expiration Date: July 22,2025
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 51
Edition (2014), dated 03/31/15,with revision dated 09/01/15,.and updated to the FBC
611 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.
Wang 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
fmancial 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 71 Edition (2020), and of no
fmancial 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.
Sifang 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.
SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW a
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INSTALLATION ANCHORAGE DETAILS a a<o = <"
NOTES:
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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).
J Y �
2. 2X WOOD FRAMING,1X OR 2X 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.
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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 3 c c 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
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. Z A a O
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-11 0-22 724-1,DATED 04/27/20 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. ?
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5. MATERIAL:
51. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. U=m J
5.2. REINFORCEMENT: z(9 Z >m r J
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 to=Q O Z
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 :3(La N v1 a
5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. IL F w a0 O o
6. GLAZING: Z 1 0: X Z
6.1. GLAZING DETAIL AS TESTED: 5 UO U 00 o N 8
6.1.1. OVERALL 7/8'NOMINAL INSULATING LAMINATED GLASS. Lu J F X m e
6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. K a�}
6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090'TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. N j aLL
6.1.4. SPACER TYPE/SIZE:7/16'NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D).
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2}LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD, w
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 999
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. w d
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
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7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w
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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". _
Robert J.Amo(uso,P.E.
9. FOR ANCHORING INTO CONCRETEIMASONRY 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 Redd.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. `'„tttytl1181"1
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: d���'�,p EEpf„
4 0�$tisc sF,9�
10.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8'MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS
WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS +Q'�•. Na 49 52
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-V TOLERANCE. SHEET DESCRIPTION �i1: ties
10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE 1 1/2-MINIMUM EMBEDMENT INTO SUBSTRATE ='C= a"'< '•
WITH 1'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ANCHORS AS 1 NOTES7101 BTATE 6 .%
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS)
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS) !+rh
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND
MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON 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 CONCRETEIMASONRY 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,CONCRETEIMASONRY&METAL SUBSTRATE PRODUCT REVISED
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF G OA2 NON-HVHZ AND 0.55 HVHZ 8 p non wIN Na FbrIC.
O ( ) (HVHZ) ANCHORAGE awim�R
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI xoa-xo. 20-7703.08
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS —pinuon Rate OTIM2025
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048'THICK MINIMUM. 10 BILL OF MATERIALS 8 GLAZING DETAILS sy "�
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. NOam ..p uet eontm
FRAME � -, SERIES 5405 VINYL XO OX HORIZONTAL SLIDING WINDOW�ti. o
/// HEIGHT �� �74" W T RAMEr. .t o c 3
� ',� INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING )6W SASH
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_—HEIGHT 32° � — ___ -''3" SCREWS) OR CONCRETE/MASONRY SUBSTRATE LL o W F
D.L.O.WIDTH - D:L:O.WIDTH g Io LL
564"D.L.O. A B B �� 57Z"D.L.o. (CONCRETE SCREWS) W W �� W�
HEIGHT 4 4 4 ` - HEIGHT �- _� <z <�
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SERIES 5405 VINYL XO-OX TYP. > us
HORIZONTAL SLIDING WINDOW X O ww 8,6gw
WEEP HOLES: EXTERIOR VIEW g g N o w n
1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL B B v a o LL
2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL �� Robert J.Amaruso,P.E.
3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Florida P.E.No.49752
4. V WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL
TRACK
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5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 V-r He 49 52
SERIES 5405 VINYL XO-OX HORIZONTAL
THE EXTERIOR SILL FACE k
6. 2.5"WIDE BY 0.375"HIGH-LOCATED MID.SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW �-
7. 0.25"DIAMETER LOCATEONID SPAN AT THE-EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE :�� �t oR�g..
�S WOOD AND CONCRETE/MASONRY SUBSTRATES NA� �:�`'�
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.
IMPACT
+55.0/-55.0 t/I 3.1. TAPCON MINIMUM SPACING IS 4"OC.
PRODUCT REVISED
" 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. mP Ing witn the Fl,.laa
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P.aptratlan oats 07/2212025
M1-1-0ndo Product Control
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63"MAx. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOWFRAME a
HEIGHT 74"oTH4ME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR
N S m ¢W =
60"SASH U o p m
32" 33" SELF-DRILLING SCREW)
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TYP. E G
1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL Rdbena.A.° .,P.E.
Fl.dd°P.E.N..49752
2. 0.180"DIAMETER LOCATED V AND 1.5"FROM EACH END OF THE BOTTOM RAIL `����P
3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK .`t ... kp�.
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4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL -A A
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5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 _9 V pOur ¢ :
SERIES 5405 VINYL XO-OX HORIZONTAL �, 3TRTE
THE EXTERIOR SILL FACE � o•: •�-
SLIDING WINDOW ..
6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK �'�c�''L•°R�8°'0`�`�
7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE �`�nS�o.....
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.
+55.0/-55.0 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED
IMPACT pry1��w1U N.R.M.
SPACING IS 2"OC. 80dMo C.d.
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3B '
� � � 1
DETAIL 1 e��� PRODUCT REVISED
eulbing Eatlo��No Fbrbe
MASTER FRAME CONSTRUCTION MCA-N.. 2D.111103.09
Expi il-0ete0712212025
(SASH FRAME SIMILAR) ®, e-,-°
Mlem •e Product con A
�-_..�--. �`•�+4 � _ i _ l._-�._—�._� -�-, -..- -_ � .___------��_ ._"�---�-fir- �^�J ��_�._I----,��...,�� •
Q Q }m
K K 2
Iy PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 8P PROPERLY SECURED 1X m
WOOD BUCK BY OTHERS INSTALLATION
LA ON ANC o N
53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS E
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) o
-✓ WOOD BUCK PROTECTION BY a �1EDGE DIST. #
#14 WS: 1" MIN. EDGE DIST. 2X WOOD
OTHERS (SEE NOTE 3, SHEET 1) 12 WS: 7/8" MIN. EDGE DIST. BY OTHERS oo U
y + o•d:•. SEE NOTE 2, SHT. 1 O �� m
SHEATHING ( ) o N �a o n
CONCRETE BY OTHERS .i` 1 1/2" MIN. BY OTHERS a. w w'o
(SEE NOTE 2, SHT. 1) a EMBEDMENT a ¢Zo ¢ w
! + EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT w
1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT �w ��
•gin! : SHIM SPACE e
j EXTERIOR 1/4" MAX.
RIOR FINISH Y
4 BY OTHERS SHIM SPACE
i PERIMETER CAULK Q� O
BY OTHERS D PERIMETER CAULK 3 rn o 0
Q BY OTHERS Qp o 0 w 0
Q Q
Z o
p zWa
0
to
Maaa0> wZ
IL 0 LLJ—i X z �
1 EXTERIOR INTERIOR EXTERIOR w D¢R $
WINDOW INTERIOR WINDOW / 0 0 0 O 1 o H g m eN
HEIGHT HEIGHT ! Jo x w
o � �eLL .
o _U c -z
N Z m .2
0CJ
ANCHOR—TO—SUBSTRATE w m o m w
EDGE DISTANCES ARE w w m
TYPICAL AND pp m00 �amBLL
D MEASURED TO BOTH U 3
n n SIDES OF SUBSTRATE n n n J
RabaM1 J.Amoruu,P.E.
i J Rodda P.E No.49752
Qp Qp .Nq��.•�Eldy."ll$
PERIMETER CAULK D� D� r qO�:e*� E .Gpa4
BY OTHERS 1/4" MAX. 1' MA X. �.� No.49 S2 c:
_SHIM SPACE SHIM SPACEI� a'
PERIMETER CAULK
EXTERIOR FINISH c?:)7,: —� BY OTHERS r , `9 p4a
BY OTHERS *' ':1` > O +tt+
#14 WS: 1 1/2" MIN. EMBEDME T p: STATE C7
v�'•�`'"' �,,,� #12 WS: 1 3/8" MIN. EMBEDMENT, ���ccS'cLO.p10?6����
{ (EECONCRETE
NOTE B,, SHT. EM1 EDMENT ii''• ��hy�0NAVe:i%`�
%rt r EXTERIOR FINISHi 1
°•- '. a <1'' }
PROPERLY SECURED 1X ''' BY OTHERS dl
WOOD BUCK BY OTHERS j�
SHEATHING 2X WOOD
(SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON 53 1 1/2" MIN. (SEE NOTE 2, SHT. 1)
INSTALLATION ANCHOR EDGE DIST. #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) WOOD BUCK BY OTHERS • pl add,wo Elonan
#12 OR #14 WOOD SCREW 52 (SEE NOTE 2, SHT. 1) �,. Buliams
INSTALLATION ANCHOR NOA No. 204707.09
VERTICAL SECTION Ewplmuon Dom 07/2212025
a A CONCRETE SUBSTRATE VERTICAL SECTION
` WOOD SUBSTRATE •{ - Nlom e•P uet onbul
a a a
#14 SHEET METAL
SCREW/SELF—DRILLING SCREW 54 0 a
3/4" MIN. INSTALLATION ANCHOR 1°
EDGE DIST. METAL SUBSTRATE 4
N =m ¢W =
(TYP.) BY OTHERS o LL �O
(SEE NOTE 2, SHT. 1) w 0. m o m
EXTERIOR FINISH o N p °
BY OTHERS "' p w w c
a G z z Q
3 THREADS MIN. j o B ?W °
a> EMBEDMENT BEYOND
INTERIOR WALL 1/4" MAX. w
• ' rSHIM SPACE Y
PERIMETER CAULK J
BY OTHERS Q DO p p a N
INSTALLATION NOTES: 9 Z `
O
n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: Z 1- g
ILff 1.1. WOOD FRAMING, } p g °
ANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, Q N¢
EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND vj rn N
TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. _mow z m vi
MEASURED TO BOTH vi=¢ ~ J
SIDES OF SUBSTRATE 2• 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE M 2 n,N0 CW7 Z
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND
CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. V y w_ °
Z 7 2 X o "
WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL 'D 00 0 q0 Z o�8 M
HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X w X Q m eN
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS 0:o 5,W g
EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o ZQ
SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. N N of
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" w m $o
OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". w
F o�Wn
D N
5. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m N m
TO ACHIEVEA 1 1l2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1' a
ILJ` 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.Amoroso,P.E.
1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Florida P.E.No.49752
o Q SHIM SPACE vipvvlvlrerprrrt.
6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: A''`•�PN!�
PERIMETER CAULK 6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318-MINIMUM �G�NSe•�'9�i��
BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR 4�r No.4y82' u'p%
SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
:] 6.2. #14 FLAT HEAD WOOD SCREWS S WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM
� ) ^fib, 3TATE��
EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR y0�� ps•
SPACING LOCATIONS 2"OIO CENTER.
+/ T LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR
4f1.
g1011i1 s
EXTERIOR FINISH :qy 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
(TMP.) 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 ERS
(SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY.
PRODUCy�Tn REVISED
VERTICAL SECTION 9• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH e.ttet�a 1&�-w 0.HmHd.
A METAL SUBSTRATE ASTM E2112. N.Z 20.1103.09
E.i-u..n.t.07/22/2025
BY r—
f
2X WOOD 1/4.. MAX. ' ".
FRAME BY OTHERS SHIM SPACE 00
1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE .-
j" (SEE NOTE 2, SHT. 1) SHIM AS REQUIRED c w
INTERIOR
1" MIN. EMBEDMENT - MASONRY ` a w
r 1 Km F.
#14 WS: 1 1/2" MIN. EMBEDMENT
rtr #12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4" ITW TAPCON,INSTALLATION ANCHOR
oFo �g °�"
O
C-��-
o o Q• 1 1/2"" MIN. EDGE DISTANCE - CONC. aE w
#12 OR #14 WOOD SCREW 52 oa �d P� C 2" MIN. EDGE DISTANCE - MASONRY w
INSTALLATION ANCHOR
+ J Y
4�—CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. o� �� �o a BY OTHERS ��
#12 WS: 7/8" MIN. EDGE DIST. q Q V 'a (SEE NOTE 2, SHT. 1) 1. oo R u.
n Q'
._ PROPERLY SECURED 1 X z 1, ?=a
PROPERLY SECURED 1X :,, uu Q. . WOOD BUCK BY OTHERS �< '£�
,:a.:..........:.. ..... 4•i-,c (SEE NOTE 3, SHT. 1) 1 ow
WOOD BUCK BY OTHERS f• 'c;:.yi ";;:; f�--�O }j:I.
(SEE NOTE 2, SHT. 1) �d ❑ du > n:'•>:'�` WOOD BUCK PROTECTION BY �t-
Iz'?'.:� .^1;'.•'.� OTHERS SEE NOTE 3, SHEET 1
SHEATHING EXTERIOR ( )
BY OTHERS v
EXTERIOR FINISH vi=¢pQ o m z J
EXTERIOR FINISHJ PERIMETER CAULK- PERIMETER CAUL BY OTHERS 0 C a.N W w
BY OTHERS BY OTHERS BY OTHERS ! ° <w o�
F "VERTICAL SECTION——- _ - �` ^ ILI o o o s�E M
C WOOD SUBSTRATE ANCHOR-TO-SUBSTRATE T VERTICAL SECTION - w x e„
-- EDGE DISTANCES ARE D `CONCRETE/MASONAY- - �/' c g 2 LL R
TYPICAL AND SUBSTRATE __ -� N Iv ba-
MEASURED TO BOTH
SIDES OF SUBSTRATE c
1/4" MAX. SHIM SPACE M ®o
INTERIOR SHIM AS REQUIRE w O e S
#14 SHEET METAL Ir0
wo
54 SCREW/SELF-DRILLING SCREW
INSTALLATION ANCHOR G
Robert J.Amoroso,P.E.
Florida P.E.No.49752
L!� EDGE/DIST.MIN.
(TYP.) LOWER SASH JAMBS ��.v INUES q
SHOWN.SIMILAR .``�4•ti�cems�
INSTALLATION FOR $��r' N.�o.rs57s2 tea"
3 THREADS MIN. UPPER FIXED LITE JAMBS. =• c' ���) t -*
L 0 EMBEDMENT BEYOND INTERIOR WALL �9' ` �o•_v '
?9; STATE
METAL SUBSTRATE BY OTHERS ��a@ct•�A:��P6�
Q (SEE NOTE 2, SHT. 1) �n,S�ONAp•`'
r-�
EXTERIOR FINISH
PERIMETER CAULK BY OTHERS
BY OTHERS PRODUCT REVISED
•. Bulltling Mtb the Florida
E VERTICAL SECTION NOA-No 20-1103.09
METAL SUBSTRATE E:pintlon D.t.0712212025
By
Nlum ada P MR Con
STOP
ME
O WHITE RIGID PVC O SASH COVER ® POCKET COVER ® POCKET COVER POCKET INSERT
WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC
TYP.WALL TICKNESS 0.070" WHITE RIGID PVC o m a
---a.17o TYP.WALL THICKNESS 0.070'r TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL 4
T THICKNESS 0.070"II ¢
N =m Kw =
0.315" I`� i o m
1.0]9 0.930 ¢
2.730" 0.565" W W c" W a
1.400' t.e]s-� t,e7e �i.t23 a ¢O
1.635
aF 8o aw
• w
�-3.250'
J Y
GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH
r=LITE tEwAND JAMBS rncnDLrrnrarcxnn MEETING RAIL ® O9 WHITE RIGID PVC
O5 WHITE RIGID PVC 6. WHITE RIGID PVC WHITE RIGID PVC J 1 o
O O WHITE RIGID PVC TYP.WALL TICKNESS 0.055" �
TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.070" °o a o N o
TYP.WALL THICKNESS 0.066" I z m
t.o3t � � � 0.891' z
0]la O
a z.oeo 1.656' ,.000° 0.329•--►I z
" 1.250 Ji-�JLJ�J co
N
0.767 I� Z= Z
_1I 4 0 Z
o.]d] z.zt t 1.530' J Q a N w w
DF��z
r 2 2 a. o ¢
GLAZING LIFTRAIL HANDLE INTERLOCK COVER HURRICANE W 0 6 Q 0 .2E
1 D WHITE RIGID PVC 1 1 SASH COVER 41 TILT LATCH ui X HE
WHITE RIGID PVC 12 z o�
WHITE RIGID PVC g z Jew
TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" STEEL-ZINC COATED o _ z
TYP.WALL TICKNESS 0.065" > 0s
0.306° c ®m s
0.914" y�`�- O.fi97' i n 9
0.953' (� o.zsa w d
!llf�� i r 0.176• �J 0.323'
1.722' I I I W 4 m
0.205°
°ate
0.377" ❑ 0.709° Robert J.Amoroso,P.E.
0.166" Florida P.E.No.49752
0.377° 1.906* 2.260° `��d`�'`jp11 E3�'ko•��4
5.622• ti�q�tyC�.ti�GENgg .,•PGi�
0.669" :.atr No d9 52 d'
❑ 0.803' 1,067" ❑ '0 �U"V QL>:
13 REINFORCEMENT 14 REINFORCEMENT 1 o,z o 7os STEEL STEEL ❑ �d •.,ARC•. o�.
TYP.WALL TYP.WALL
THICKNESS 0.06" THICKNESS 0.05" o.1s7^
►-o.saa°
0.434' 1:0
"
o.a3r(TYP)
0.730" �---��0.935'
PRODUCT REVISED
P i" wIN m.nodes
No .
Yoa-R.. 20-1103.0e
EW-u..o.m 0712212025
oy �%7
Y1.m40.d.Pro m Co.r
i
Series 5405 XO Horizontal Slider/Bill of Material
Item No. Description lPart Numbers Supplier Material or Note ! o
Frame Com onents R"
1 Master Frame IV White 106017780 Ener IIRo al White PVC(2) Z: ?
2 Sash Stop Fmme Cover Head N While 1070/7736 Energi I Royal White PVC(2)
3A Pocket Cover IV White107317724 Ene IlRoyal Whit_ (2) I —� -a- 1J2"GLASS BITE a m �
-- — x x
36 Pocket Cover N White 177617739 En. I I Royal White PVC(2 F-u. p U
_
4 Pocketlnsert IV White 1079 17737 Ene IIRo al White PVC(2 "�Q 7/$"O.A.LAMINATED GLASS o o �ir o m
5 Glazing Bead Fixed Section IV White 110 3 1 7 7 26 ____Energl/Royal White PVC 2 ' I-o $w H ti a
O CONSISTING OF:EXTERIOR
6 GlazingBead Fixed Section IV White 108017753 Ene l I Royal White PVC 2 INTERIOR o w✓ w
7 ImpostMulllonFixedSoction IV White 106377735 Ene IIRo al White PVC 2 _ LAMINATED GLASS-(2)NOMINAL 1/8" cc oo wo o
8 Sash Frame O eratin Sash IV White 128217750 Ener it Royal White PVC(2) q o.l_ Q.
9 Glazin Beads to O.ratio Sash 1Vents NW hit.106717745 Ene 1/Royal White PVC 2 I \� ANNEALED GLASS W/0.090" ❑ W
10 Glazin LfltmiiHandle(Operating Sash)IVont IV Cite106817747 Encr IIRo al White PVC(2 \ KURARAYAMERICA INC.TROSIFOL `°
11 IntedockCover operating Sash IVent IV White 1180 17727 Eno i/Ro al Whit.PVo 2 INTERLAYER,7/16"AIRSPACE W/ 1
12 Sash Cover(Operating Sash)I Vent JIV White 1078/7725 Ene I1Royal White PVC(2) ❑
Reinforcement STAINLESS STEEL SPACER(TYPE 777
13 O aradn SashlReinforcement ST-226-144-0.062 H rad.Metais .O6"GaN.1 ' / i SS-D),INTERIOR 1/8"TEMPERED
14 Ira ost Mullion Fixetl Meetin Rail Reinforcement ST-688-168-0.062 H mde Metals .05"Galt'.1 GLASS S a N o
15 #6 x 518"Tek/Reinforcement Fastener 117595 GLF Corporation \ /
Weatherstrip ing 15 ri O
16 .21D x.3DO Fin Seat Pocket Cover/107317724 W23303NWOODO Ultra-Fab \� GLAZING DETAIL I ZIn
16 .210x.30g Fin Seal Pocket Cover f10731T724 W23303NW0000 UOm-Fah EXTERIOR 0J w
16 .210X.300 Fin Seat Impost Mullion 1106317735 W23303NW000O Ultra-Fah OPERATING SASH JAMB SHOWN. ow
17 .187 x.300 Fin Seal interlock Cover 1118017727 W2330INW000O Ultra-Fab }
8 4 SAME AT HEAD AND SILL. Q
17 .187 x.300 Fin Seal Interlock Cover To lBbcks f1180f 7727 W2330INW000O Ultra-Fab I Q)
17 .187 x.300 Fin Seal Sash Frame 112112 1 7750 1Ene i W2330INWODOO Ultra-Fab Ulm QZ
17 .187 x.300 Fin Seal Sash Frame 11282177501 Exterior Top W2330INW000O Ultra-Fab
18 .210 x.220 Fin Scal Sash Frame 1128217750/Exterior Base W23223NWODOO Ultra-Fab N=Q O
19 .270 x 220 Fin Seal Sash Frame I Single Leg Screen Frame W112257W0000 Ultra-F.b I _i Q a L4 0 a
Glazing ' It.(D W O ad e
20 Wet Glaze(O eratin Sash)I Fixed Section) 552 Slkaflex Black Sika US I E}j�2 _� e
21 E366 2.71nm 10.9.0 PVB Inteda er IG Hurricane Laminate Ira act Cadinal Z K X Q
22 Glass Settin Blocks Fixetl Base 2NB-HK-0.125-032-064 Frank Lowe i 4 Ell p V p w m
23 Glass Setting Blocks Sash Bass 2NB-8K-0.125-028-028 lFrankLowe
24 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) ICardinal Stainless Steel o Z e d 8 0
Screen Components(not all components ID'ed In section views) 5 INTERIOR w = ��Cat
25 Sin le Le Frame New White 06516NEW192 Shapes Unlimited
26 Double Le Frame New Whit. 06515NEW192 Sha es Uniimkeq I
27 Tensions rin s 2584 Ade t 20 m ti n
20 Fiber lass Screen Cloth Charcoal/20"x 600' 3NHOII Phifer I u' 'w
29 Screen Spline H IW Ex-FLX-Q165-BK Imperial Plastic USA r — w u
30 Aluminum Comer Kos CK252X260' Hygrad.Metats ` /
31 Screen ClipClear H-3150 Product Design 1/2 GLASS BITE
Misc.Components,Hardware and Hardware Fasteners(not all components ID'ed in section views) EXTERIOR \ -
32 We Hola CovorWhha H-808WHZ Product Desi n \ Robert J.Amoroso,P.E.
33 Stainless Steel Ball Boadn Rollers WR03-R3 Product Design
\ FIOriUa P.E.No.49752
34 Black Glazin Ta a 118 x 318 x 85'Fixed Section VEN-VG-12088 Industrial Solos
35 Interlock Cover(Operating Sash I Vont NH-66 Vinyl Cement RH Products ++�+"""1z1y1h
36 Li#rallEnq Ca sWhl[a 00166-Coot S.LL.Plastic 7/S"O.A.LAMINATED GLASS +5+�•�SR�ES'�.4�p�,�
37 Stainless Steel Staples 318x112Sash BEA80110 Smith Staple 24 CONSISTING OF:EXTERIOR �� \GEMgF.
38 30PP12-18P60-9l18X73BX3 Foam Block W0511022 Lintlenmer LAMINATED GLASS-(2)NOMINAL =4�syNo99Tl
as HurtfcaneGradeSprin— CS025 _ JamesSprngWire _
40_Accessory Translucent Parts Installation Transluc _ _—02-MX0150010C2 Nava yard Silicones 1/8"ANNEALEDGLASS W/0090
41 HurdcaneTiltLalch 1057A-0o3-EW Visionlndustries --� KURARAY AMERICA INC. ;9'• srnTE$
__ 42__Sato Seal Lock 3220SS-003-EW Vision Industries —'— TROSIFOL INTERLAYER,7/16"
_.
41 saf. er s..K.. -- 8292A-003-EW Vision Industries AIRSPACE /STAINLESS STEEL
44 #8=18xo_850Flat Wafer Shoulderl Sash l Hurricane Latch 137341__ _ ___GLF Corpl%tlon __ W �i�3j DNA-gyp+`
-- SPACER(TYPE SS-D),INTERIOR..
45 1118 x 1 114"Tek White I Locks 120376 GLF Corporation
46 #6x1"Tek White IKeepers 116821 GLF Corporation 1/8"TEMPERED GLASS
47 IF6x11/4"Tek White l Impost Mullion Rebar 156180 GLF Corporation
48 9 8 x 3112"Phil Pan HD SMS Salts ra !Ira ost Mullion 120913 GLF Co oration
49 #0625x0.194Washerll.Post Mullion 1145030 GLF Co oration
50 #5 x 318"Tek I Screen Clips White 116506 GLF C.rpara6on__ GLAZING DETAIL 2
51 CAM Typo Sweep Lock 13220SS-003-EW Truth Hardware
52 Face Mounted Keeper — Truth Hardware Steel
Installation Fasteners FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED
62 #12 OR 014 W000 SCREW nla nla Steel AT SILL AND JAMBS. p'y'^y wtm ta.Flndan
Bull.Code
53 174"ADVANCED THREADFORM TAPCON n!a RW - steel NOA-No. 2P1103.09
__—_.___._.._._.__..._............._..._.__.____'.'._.__"_._.-_...._.._......._._..... j Expiration onto 0712212025
54 #14 SH EET METAL OR SELF-DRILLING SCREW nla into Steel I
f1)Hygrade Metals Spedflaadon:AISI 1005 to 2010,CS Type AandR,30 W to 50 W Yield Strength,G40 G.I..Ied I Miam_-oaao pproduet ontrol
(3)ENERGI FENESTRATI ON SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE INCA). i