HomeMy WebLinkAboutProduct Approval (6) RECEIVED / Z/0
MIAMI-'DADE NOV 1 �9j 2021 /
MIAiMI—DADE COUNTY
fit,LudicQunty PTZ 'CT SECTION
Permitting l� S t.Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 5-1 786)3I5-2599
NOTICE OF ACCEPTANCE (NOA) -�
Regency Plus,Inc.
2000 Locust Gap Highway CODE COMPLIANCE
Mount Cannel,PA 17551 ST. L CIE COUNTYT �
Thisis NOA is being issued under the applicable rules and regulations governrr QS o III/cc lstZ!•uction
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"5405"White PVC 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 01'12/09, with revision L dated 10/20,120,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 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
MIAMlDAOECQUN7Y 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. 'PESTS
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 241 1.3.2.1, 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, I'.E. (Submitted under NOA No. 20-0526.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5111
Edition (2014), dated 03/31/15, with revision dated 09/01/15, and updated to the FBC
6t' 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 cinder 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 6" Edition (2017), and of no
financial interest, dated May 15, 2020, prepared by PTC Product Design Group, LLC,
signed and scaled 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
L Statement letter of conformance,complying with FBC 7" 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
n
-REGENCY PLUS, INC.
SERIES 5405 VINYL X ®®X HORIZONTAL SLIDING WINDOW
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INSTALLATION ANCHORAGE DETAILS � 'z .� �Ls s
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h 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 CONCRETE/MASONRY OPENING TO BE 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.
J
3. 1X BUCK OVER CONCP.ETE!MASONP.Y IS OPTIONAL,WHEN 1 X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCP,ETE!MASONRY SUBSTRATE.WHEN USED,1 X BUCKS SHALL BE O o g
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.
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 04/27/20 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD w
RUPP,FLORIDA RE,VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. Z
O n
5, MATERIAL: Q
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA.
5.2. P.EINFORCEMENT: ?(D F m vi
5.2.1, GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK,Fy=30-50 ksl&Fu-37.5-68.7 ksi)-SASH PERIMETER ui t Zp m z -'
5.2,2. GALVANIZED STEEL TUBE(0.93Y X 0.730"X 0.05"THICK,Fy=30-50 Ksi&Fu=37.5-68.7 ksl)-FIXED MEETING RAIL n.a N r11
5.2.3, LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. a(D w K F X
U~1 2 a:
6. GLAZING: L)cn,X
6.1. GLAZING DETAIL AS TESTED: Cw7 UO U b -
6.1.1. OVERALL:7!8"NOMINAL INSULATING LAMINATED GLASS. W J I-X
6.1.2. GLASS THICKNESS:(1)LITE OF 118"NIOMIi 1AL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR,. wog.J
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 LL y z
6.1.4. SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). N > g(
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. _mo ® `�_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
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. U) J"''
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT, r
w u,n F°u
i, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN Vt9ND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. rn
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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",
Rabott 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 114"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 V MINIMUM EMBEDMENT Fl.dd.,.E.N..o,P.E.
( ) Florida 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+/-V TOLERANCE, jp1AES A, ,
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 4QS•`LENS';
'.0.'�. F•-G y 10.1. 912 FLAT HERD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS p;; N�,
WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS ��Q; N.
49 52 '•02
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. SHEET DESCRIPTION _it�1 :*=
10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE =-0:,�ti �� 2� ;0:
WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS 1 NOTES 91•:'STATE _
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE 1-1"TOLERANCE. �i�•4`•`•'P P�•2
2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) FSS 0 R
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(FAPPINGISELF-DRILLING SCREWS) -off uNAnll w
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"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+/•1"TOLERANCE,
5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION
IZ 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)0.42(NON-HVHZ)AND 0.55(HVHZ) 8 ANCHORAGE euua'I�s co�Owl`h cne Florlaa
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 20.1103.09
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS Expi.nrinn It-0712212025
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&GLAZING DETAILS
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS, mmml-oaao vroa�=i eon�—
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63"MAX. m
- FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW
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WEEP HOLES: r WW ai1.9
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EXTERIOR VIEW 1 g D w
1. 0.25".WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL _
2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL 8 Robert J.Amoniao,P.E.
3, 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Flonda P.E.No.49752
4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL
TRACK A
5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 SERIES 5405 VINYL XO-OX HORIZONTAL
THE EXTERIOR SILL FACE
6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW
7. 0,25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE
WOOD AND CONCRETE/MASONRY SUBSTRATES �'ass�oiva� a��
--- �— --- -- ---- 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.
3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. PleooucT Revls
mplying with gin F Florida
Building Cada
NOA-No. 20.E103a09
exphaelon Oato 0 7/2 212 0 2 5
By f..r.
Miami-baadp Product Control
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_FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o
HEIGHT 74"MAX.FRAME
60°sASH WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR
HEIGHT 32" 33" SELF-DRILLING SCREW) r 0 �o �W
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1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL Rcbcrt J.Amaru w,P.E.
2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL 6 B Ficnda P.E.No.49752
3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK ��±•` �►MES'.tya,�
4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL 000? .cENSF•,9p�.
TRACK re; tuo:as sr oz..
5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 SERIES 5405 VINYL XO-OX HORIZONTAL 20a
THE EXTERIOR SILL FACE %�"•' 'STATES '
6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW
EXTERIOR VIEW-ANCHORAGE - �'�oS/oNA���6��
7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE STEEL SUBSTRATES �111 0,�1
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. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED
SPACING IS 2"OC. a im piria�w'mtnoHP.lea
Noa-No. 20-1103.09
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OPERABLE LITE MEETING RAIL FIXED LITE 2 o
- JAMBS-COMPONENT ID JAMBS-COMPONI NT ID JAMBS-COMPONENT ID N z
wz 'ham
KN �R
w 3E
N H
Roben J.Amor—,P.E.
Flonda P.E.No.49752
\ 1
52 :O
i�u,W:
DETAIL 1 PRODUCT REVISED
Bufltling tCotlawlth tho Fbrtdn
MASTER FRAME CONSTRUCTION NOA�.. 20.1103.09
(SASH FLAME SIMILAR) @aptrn ee 07l22/2025
B
Mi m1-On�i o)ro uct ontro
PROPERLY SECURED 1X 1/4" ITh' TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X N H
WOOD BUCK BY OTHERS 5.. INSTALLATI01•J APJCHGR INSTALLATION ANCHOR WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1)
\ I 1/2" MIN. #14 WC: 1" MIN. EDGE DIST.
WOOD BUCK PROTECTION BY -- / d
EDGE UI T. 12 WS: ? MIN. EDGE DIST. 2X WOOD N °
r{ /,,. y m g w x
OTHERS (SEE NOTE 3, SHEET 1}-�.\ •`� BY OTHERS
— -- S (SEE NOTE 2, SHT. 1
SHEATHING ) w °N K« °
CONCRETE BY OTHERS '` v ; 1/2" tdIIJ. BY OTHERS A
(SEE NOTE 2, SHT. a EMBEDMENT -:1 / — -+- az a�
f -----
��� v EXTERIOR FINISH-` i:; / 4 WS: 1 1/2" MIN. EMBEDMENT a a° o a d
c -
1/}" MAX. BY OTHERS : r 2 1/0. 1 AIN. E..IBLDMah17
{SHIM SPACE �r� �•` 1 " �„ ,.
v; --- - n
------ - ---------- --- 1P/M"SPACE
EXTERIOR FINISH _ ,II
BY OTHERS
PERIMETER CAULK-� //��Q� DJ 1 I� M
BY OTHERS Q o d PERIMETERCAULK
-��
BY OTHERS UIL oO ow 0 n
Q a
5z v� m
a �G
Q z w Y'
F. o
` u U z0° m m
v = _� ..co
,m
¢ p} M Hz
�aa
a�-j 0Z 1
> F : OX0
WINDOW EXTERIOR INTERIOR EXTERIOR w 0,
HEIGH_i INTERIOR WINDOWW 0 0 0
HEIGHT x
N >zz &o
07
00 �� a
vvi z
ANCHOR-TO-SUBSTRATTE
w4 8° 0
EDGE DISTANCES ARE w 0 u
j� TYPICAL AND to O
MEASURED TO BOTH �- m
SIDES OF SUBSTRATE
- r•t_�d� •,' Rcbert J.A..,—,P.E.�
Fl-da P.E.No.49752
`0' INMES y44
PERIMETER CAULK Q� �0 00Q`�>.°ENSF''9G''%
BY OTHERS-' 1/4" MAX. 1/4" VAX. �¢�r Iuo d3 52 "N�
_SHIM SPACE J-SHIM SPACE *. `
PERIMETER CAULK
EXTERIOR FINISH--- - _ _ �� BY OTHERS__---; t' � r #14 WS: 1 1/2" ldiiJ. EMBEDMENT �9'� 7Et$�V`:��
BY OTHERS "'::i=i•.' - L ,.W 1 / MIN.
CONCRETE BY OTHERS 4i a 1 1 2" MIN. ----- -- �'.�SS.°R16J�:
(SEE NOTE 2, SHT. 1) EMBEDMENT
EXTERIOR FINISH;
PROPERLY SECURED 1X-� •�— BY OTHERS \ --
/// /// _f
WOOD BUCK BY OTHERS2X WOOD
(SEE NOTE 3, SHT. 1) SHEATHING � BY OTHERS
53 1 1/2" MIN. BY OTHERS I ��
WOOD'BUCK PROTECTION 1/4" ITW TAPCON EDGE DISL WS: " MIN. EDGE DIT.g S (SEE NOTE 2, SHT. 1)
BY OTHERS SEE NOTE 3, INSTALLATION ANCHOR
1. '. _�
( #12 WS; 7/8" MIPJ, EDGE DIST. .r PROPERLY SECURED 1X PRODUCT REVISED
�`
SHEET 1) WOOD BUCK BY OTHERS =a FI m with tho Florida
#12 OR #14 WOOD SCREW` mlimn9�od�
INSTALLATION AIJCHORC2 (SEE NOTE 2, SHT. 1) NOA-No. 20-•1.103.09
VERTICALSECTION e.Fl.anonDlto07122/2025
rot c 1ESUBSTIZATEVERTICAL SECTION ey
WOODSURSFRA l; M mr-rrarPr,d,,t Con-tmr
ti
#14 SHEET METAL iv
SCREW/SELF-DRILLING SCREW 54
3/4" MIN.
INSTALLATION ANCHOR B
EDGE DIST.--- r METAL SUBSTRATE d O
(TYP.j BY OTHERS
EXTERIOR FINISH (SEE NOTE 2, SEIT. 1) a '0 N ° o LL b
F
BY OTHERS o w w
3 THREADS MIN. a a o a o
EMBEDMENT BEYOND p y2 w
INTERIOR WALL 1/4' MAX. w c
j SHIM SPACE rc
PERIMETER CAULK---'--- � n o
BY OTHERS «Ol_ U� 0 h o 0
nI � LO N O
rJo� O
INSTALLATION NOTES: $Z
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: r < a
U LJJ 1.1. WOOD FRAMING, o J
ANCHOR—TO—SUBSTRATE l 1.2, STEEL STUD FRAMING, ¢ Fq-
u, �J EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND
(PICAL AND 1.4. CONCRETE AND/OR MASONRY, Z Z m N
MEASURED TO BOTH
SIDES OF SUBSTRATE_J 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE p_d N w Z
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND n.C7 O I§ u
CONCRETEIMIASONRY OPENING IS THE RESPONSIBILITY OF THE.ARCHITECT OR ENGINEER OF RECORD, �- w w MO
WINDOW 3, 1X BUCK OVER CONCRETEiMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U O z ,J 4 0
H FIGHT PASS THROUGH UflNDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X, Sol)H a¢
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS c z w
EXTERIOR RJT RI R THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o q - b r
•—E 4� SEPARATED WITH APPROVED COATING OR MEMBRANE,SELECTION OF COATING OR MEMBRANE IS THE >' t� _
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,
Ana
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" in U)
W J �I fjV
OR GREATER OCCURS,MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
Q 6 Nn 5. FOR ANCHORING INTO CONCRETE/PAASONRY USE 1l4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH n
TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" i m
IL.SI -I MINIMUM EMBEDMENT INTO MASONRY WITH 2"MIZ41MUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED, Robert J.rmo c.P.C.
MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. FI-da P.E.No.49752
SHIM SPACE , i�ieny���'
t 66.1.FOR
#2 FLATING INTO HEAD WOOD SCREWS FRAMING
WSOWITH R 2X 8 FF CIIEN ONE
T LENGTH TO ACHIIEV FOLLOWING:
E A 1 3/8"MINIMUM ti��FQ-((lG EESS-.
P ERI lETER CAULK U
BY OTHERS EMBEDMENT'INTO SUBSTRATE WITH 7/5"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR 4�i blo•45 52 •�G�O
SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. y *a
ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. D pp Zo e
6.2, #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1(2"mimMAUM %9 STATE'RN
O `
EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR
\ SPACING
OF LOCATIONS 2"O HAVE+l-LOCATE
TOLERANCES PS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. �'�i�sS'p......
ANCHOR
i� tnnnl'.�
EXTERIOR FINISH 3/4" MIN• \ 3I"HREADS Mlf!. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS
BY OTHERS EDGE LIST.- \ EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
/T{P.I \\ INTERIOR BEY WITH 314"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.
/ 54 BY OTHERS
INSTALLATION ANCHOR,' (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY.
PRODUCT REVISED
VERTICAL SECTION 9• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH AI InA with th.Florida
gilding dodo
MBT'AL SU BS'I-RATE ASTM E2112. NOA- .. 20-1103.09
E.pime.n Oat.0712212025
0y G �.
Miam4Ltaav rro'3 ct convol
2X WOOD 1/4" MAX.. _ C 2 �
FRAME BY OTHERS 1/4"
SPACE o o' 5 -
(SEE NOTE 2, SHT. 1) � I/4" MAX. SHIM SPACE--.' 1 1/2" MIN. EMBEDMENT - CONCRETE m
INTERIOR SHIM AS REQUIPED—� 1" MIN. EMBEDMENT - MASONRY N
a u,
{14 WS: 1 1/2" MIND. EMBEDMENT—
12 WS: 1 3/3" MIN. EMBEDMENT53 1/4" I1VJ TAPCON INSTALLATION ANCHOR w o o m
o w-- s° wo
�f d q p = Q
1 MIN. EDGE DISTANCE - CONC. a v a w
#12 OR #14 WOOD SCREW 52 1 0� Q� � 2" PAIN. EDGE DISTANCE - MASONRY �E5 = o
INSTALLATION ANCHOR
d
a ya—CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. o� - �o . BY OTHERS 10
�12 WS: 7/8" MIN. EDGE. DIST. q p 4 d (SEE NOTE 2, SHT. 1) � o
00
0
PROPERLY SECURED 1 X z zI
-- WOOD BUCK BY OTHERS $a ' e
PROPERLY SECURED 1X — r.:`.,:; V SEE NOTE 3, SHT. 1 C7w
WOOD BUCK BY OTHERSoar,;y
(SEE NOTE 2, SHT. 1) \`` ��'1 J �U g WOOD BUCK PROTECTION BY >- 2 F °
SHEATHING EXTERIOR ti"'` OTHERS (SEE NOTE 3, SHEET 1) n N
z BY OTHERS
8 m ¢m u
-EXTERIOR FINISH Q z N=
EXTERIOR FINISH I PERIMETER CAULK PERIMETER CAULK BY OTHERS I a a N H z
BY OTHERS BY OTHERS BY OTHERS i 0 J K w R
w
Z=Q X I rc
VERTICALS) (;TION d°
W U U °z
vool�sul;s,1Ln: ANCHOR-TO-SUBSTRATE VERTICALSEC'I'fON uJ 00 x�
EDGE DISTANCES ARE COWPETF/MASONRY
TYPICAL AND SUBSTRATE 0 74
ZL i�v uL
MEASURED TO BOTH >w s7s'
/h" MAX. SHIM SPACE - SIDES OF SUBSTRATE L
aQ �ob
JNTFgLLQg SHIM AS REQUIRED ° °
wc) $ a w �s
#14 SHEET METAL no m E
54 SCREW!/SELF-DRILLING SCREW B o
INSTALLATION ANCHOR = `
1 — ---_}- Rohe.1 J.A-11-,P,E.
Flonda P.E.No.A9752
Igo 3/4" MIN. ���purngr
u EDGE DIST. (TYP.) LOWER SASH JAMBS 0,jpMES 4 11A
SIIOAVN.SIMILAR ±�Fa �.cerasF
INSTALLATION FOR ?¢°r r, 'o 49 r �p
_ 1 THREADS MINI. UPPER FIXED LITE JAMBS.
EMBEDMENT BEYOND INTERIOR WALL °'a�
�9;�STATE'O
MET NO
TE SUBSTRATE B')OTHERS(SE ,,o'SS O�JAL�C.6\?�•
J `- EXTERIOR FINISH
PERIMETER CAULK BY OTHERS
BY OTHERS
PRODUCT REVISED
s�nuplylntl wleh eho Florldo
i�n t°dd
NDA-No. 20-'1103.09
nu:'rAL sunsrrA7e
VERTICAL SECTION ti E.plmon q-t-07/2212025
By ✓7
Miam n o Product Contro
C 1 MAIN FRANIE 2� SASH STOP FRAME �
v �'J - POCiCF;T COVER POCKET COVER POCKET INSERT
WHITE RIGID PVC COVER i� 3L
TYP.WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC 4 WHITE RIGID PVC -
WHITE RIGID PVC
a.17o"- o o
TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL
I- � TYP.WALL THICKNESS 0.070"
THICKNESS 0.070" N a
2.730" L o_aso a` i t�
1.400" O W r� Lu
rN
-uz O
oZ
a- ❑❑
E d W
_I 1.635" W
GLAZING BEAD S"I'OP GLAZING BEAD STOP IMPOST MULLION/FIXED o` SASH FRAII'IF, GLAZING BEAD STOP/SASH J
FIXED) rE n;aDn�D nnlrs FIXEDI_ITENIEETINGRAIL \'MEETING RAIL, G G WHITE RIGID PVC
WHITE RIGID PVC 6 WHITE RIGID PVC 7O WHITE RIGID PVC TYP.WALL TICKNESS 0.055" o
J WHITE RIGID PVC TYP.WALL THICKNESS 0.070" o
TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.066" '' i a 0
E�
-
1,656"
2.ono 1 f 1.000" 0.329"
I
z
I-
1.530" J5 0-a �� wZ
Q
N W
} W O O
GLAZING LIF'I'RAIL FIANDIX INTERLOCK COVER 11URRICANE w c)a 0 0
10 WHITE RIGID PVC �� WHITE RIGID PVC SASH COVER 41 TILT LATCH 000 o n e�
TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED a z
I-+- - TYP.WALL TICKNESS 0.065" -
y5u;�t ®,ao
0.306" 0.91a" --0.697"
0.953" -o2a n
- .1.722" �� - 0.345' W J`�."hP_rT
m
1.121 - 0.205"
-0,377" . 0,709" Rcbcrt J,Amoruco,P.E.
0.166"J �- Flonda P.E.No.49752
0.377"- "puiunpq
1.906" z.2so" Sq��o9G,,
5.622"
0.669" �Q�' I70•�9i52 SQ 4
13 REINFORCEMENT 14 RE FORM STA'E
STEEL STEEL 1.012" -0.7705" ��tS�G O R`OP G�='
TYP.WALL TYP.WALL
THICKNESS 0,06" THICKNESS 0.05"
0.157"-
0.544"
- I i-0,437"(TYP)
0.434" 0.730"
-� �-0.280"(TYP)
0.730" -0.935" PRODUCT REVISED
11 mplyin99 w th tho Florida
8u11ding Codc
Noa-No. 20.1103,09
E,pirxuon Dam 97/22/2025
BY
MIa��Pro Yct Confro
Series 5405 XO Horizontal Slider/Bill of Material Of of
Item No.I Description IPartNumbers IS.ppil.r I Material or Note
Frame Co. onents
N
1 Master Frame IV White 106017780 Ener IIRo al White PVC 2 0 0
2 Sash Step Frame Cover Head IV White 10TO IT736 Energi l Royal Whit.PVC(2) m
3A Pocket Cover IV Whit.107317724 Ener 1/2°GLASS BITE
giIRo al WhItePVC 2
3B Pocket Cover IV White 177817739 Ene i1Ro al White PVC(2) LLm F p
4 Pocket Insert TV While 107917737 Ener l/Ro al Milt.PVC z 7/$"O.A.LAMINATED GLASS I-- -- o •om
5 GlazingBead Fixed Section IV Whit.11031 T726 Eno I/Ro al White PVC 2 w No n OF in
6 Glazing Send Fixed Section IV White 108017753 Ene i/Ro al White PVC 2 _ INTERIOR CONSISTING OF:EXTERIOR o w..- Z:w w o
7 ImpostMulfion Fixed Section IV Whit.106317735 or ilRoyal White PVC(z \� LAMINATED GLASS-(2)NOMINAL 1/8" or <o
8 Sash Frame(Operating Sash) IV White 128217750 Energl l Ro al White PVC 2 a F w o a u
9 Glazin Bead Stop O eratin sash/vents NWhite106717745 Ene i/Ro ai whitePVc z 3 \� ANNEALED GLASS W/0.090" g 7 w
10 Glazin LitmllHandle(Operating Sash(vent Ivwhttetg661774T Ene tlRo all wmtePvc z / a \ KURARAY AMERICA INC.TROSIFOL "I it
11 InterlockCOvcr(OperaOn Sash)lVent IVWhIte118017727 EnargliRoyal wmtaPvctz INTERLAYER,7/16"AIRSPACEW/ Y
12 Sash Cover(D erating Sash)1 Vent IV White 107817726 Energi/Royal White PVC(2) I `
Reinforcement STAINLESS STEEL SPACER(TYPE
13 O orntin SashlRolnforcoment ST-226.144.0.052 I HygradeMain[ .O6"Galt'.1 / SS-D),INTERIOR 1/8"TEMPERED
14 its osI Mullion Fixed MeetingRai Reinforcement ST-888-168-0.062 H rado Metals .os^Galy.1 GLASS
15 #6 x 518"Tok I Reinforcement Fastener 117595 GLF Corporation \ O a o w
Weithorstri In 15 Z n.`n� O
16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 Ultra-Fab c 5?it r
GLAZING DETAIL I
16 .210x.300 Fla SealPocketCover1107317724 W23303NW000D UIVn4=ah EXTERIOR t�-' w
16 .210x.300FinSealIm ostMullion 1106317735 W23303NWODOO Ultra-Fab OPERATING SASHJAM13 SHOWN. za o
17 .187x.300 Fin Sea[Interlock Cover 7 118 0 1 77 27 W23301NNf0000 Ukm•Fab OU-1
17 .187x.300FinSeallnteriockCover To 1Bbcks 1118017727 W23301NW0000 Ultra-Fab 4 :SAME AI'HEAD AND SILL.
W
17 ,187 x.300 Fin Seal Sash Frame 11282177501 Ene I W23301NW0000 Ultra-Fab '3
17 .187x.300 Fin Seal Sash Frame 11282/7T501ExteriorTo W23301NWD000 Ultra-Fah Z�^FN �mm H
18 .210x.220 Fla Seal Sash Frame 11282177601 ExteriorElase W23223NWOIDGO Ultra-Fab
<2 z
19 .270 x.220 Fin Seal Sash Frame/Single Le Screen Frame W112267W0000 Ultra-Fab J Q D-N t9 § y
Glazln Ia O W O z
20 Wet Glaze O omtin Sash!Fixed Section 552 Sikuflox Black Sika US N f"•
21 E366 2.7mm 10.9.0 PVe Inteda er IG Hurricane Laminate Its act Cardinal w U¢x0< w n 22 GWss Seld2 Blocks Fixed Base 2N6-0K-0.125-032-084 Frank Lowe i` �- 4 L9 O O d W 23 Glass SetUn Blocks Sash Base 2NBAK-0.125-028-028 Fmnk Lowe h1...I F x r
.52
24 ENDUR IG with XL Edge SS Spacer SS-D TYPE) — Cardinal Stainless Steel �._J \ o L z J
screen Components(not all components ID'ed in section views) 5 INTERIOR w S O z°
25 S)note Log Fmme Now White 06516NEW192 Shapes Unlimited te "It'd
26 Double Le Frame New White 06616NEW192 Shape.Unlimited
27 Tension S rings 2584 Ade t
28 Fiberglass Screen Ciotti Charcoal/28"x 600' 3OD2606 PIZ I IA w ^.
29 Screen Spline H I EX-FLX-016543K Imperial Plastic USA I�I _ ccul
o w
70 Aluminum Comer Keys CK252X260 H radoRletals I IllI / 1/2" GLASS BITE
31 Screen Clip Clear H-3150 Product Desi n a a
Misc.Components.Hardware and Hardware Fasteners not all components ID'ed In section views EXTERIOR \ / -
32 Weep Hole Cover White H-808WHZ Product Design \ Robert J.nmoruw,P.E.
33 stainless stool Ball BearingRollers WR03-R3 Producl Design \ Florlua P,E.No,49752
34 BWek Glazin0 a 1I8 x 318 x 85'(Fixed Section) VEN-VG-12088 Industrial Sales -
35 Interlock Cover LOpomting Snsh)lVent HH•66 Vinyl Cement RH Products _ „`pquulph4�
36 LIRmOEndCa sWhOe 001664:001 S.I.L.Plastic 7/8"O.A.LAMINATED GLASS ��,,�.IPMES:4Z �
37 Stalnlessiteolste Ies3..1125ash BEA80110 Smithsta le 24 CONSISTING OF:EXTERIOR -�:o0t;Q'�?G N-s.F�9G�
38 30PPI2.18PSO-9116 XI 318 X 3 Foam Block W0511022 Llnd LAMINATED GLASS-(2)NOMINAL enme r Cj No-49
1
39 Hurricane Grade S fin C5025 James Spring Wire -_,*;, A;•�'b �,*
40 Accesso PartslnstallationTmnstueen[ o2-MX016001oCz Nova ardSillcones 1/8"ANNEALED GLASS W/0.090" _,�; �Fu- Qe
I 41 Hurricane Tilt Latch 1067A-003-EW Vision Industries KURARAY AMERICA INC. .STATE o :Ql�:
42 1 Safe seal Lock 3220SS-003•EW Vision Industries TROSIFOL INTERLAYER,7/16" '%�'�F tna
-003•EW Vision Industries
44 #818x0.850FlatWofer Shoulder/Sash IHurricanOLatch 137341 GLFCorpomtlon AIRSPACE W/STAINLESS STEEL ''!as�oivp
45 #8x11/4"Tok WhiteILocks 120376 GLF Corporation SPACER(TYPE SS-D),INTERIOR --
46 #6x1"TOk White IKeepers 116821 GLF Corporation 1/8"TEMPERED GLASS
47 #6 x 1 1/4"Tok White I Impost Mullion Reber 156180 GLF Corporation
48 #8.3112"Phil Pan HD SMS Sell S m 1 its ost Mullion 120913 GLF Ca oration
49 #0626 x 0.194 Washer l lm oet Mullion 145030 GLF Ca omtien
50 #5x318"Tak/Screen Clips White 116506 GLFCOrpOmlian GLAZING DETAIL 2
61 CAM T o Swee Lock 3220SS-003-EW Truth Hardware
52 Face Mounted Koo or — 7ruti1 Hardware Steel
Installation Fasteners FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED
62 #12 OR#14 WOOD SCREW nla nla Steel pl an with the Florida
AT SILL AND JAMBS. Rends,PX
53 1!4"ADVANCED THREADFORM TAPCON nla ITW Steel
exptranNOA-No. 20-1103.09
54 #14 SHEET METAL OR SELF-DRILLING SCREW Join We Steel on oat"07122I2025
(1)Hygrada Mebls SpedRiati—MSI f00sWI010,CS Type A,MB,30 kill to SO W Yield Strength,G40 GA—ixnd 0x "�',
(])ENERGI FENESTRATION SOLUTIONS USA,ME.,PER CURRENT MIAMI-DADENORCE OF ACCEPTANCE(NDA). M� Ua�o 6r<dr—ctdcnrrnl-