HomeMy WebLinkAboutNOA; Series 5305 Tilt White PVC Double Hung Window - LMIM1QMI•QADE
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AV[I—DADS COUNTY
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 5-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) REVIEWED � ymidade. ov/buildin
Regency Plus, Lnc.
2000 Locust Gap Highway S-�. CIE®UNTY
Mount Carmel, PA 17851 CCC (((JJJ I 2, ���� �D//�--1�/
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RE
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. includine the Hiah Velocitv Hurricane Zone.
[DESCRIPTION: Series 115305 Tilt" White PVC Double Ilung Window - L.M.I. I
APPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets 1 through 10 of 10, dated 01/12/09, with revision 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.
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 afTecting 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. 20-0512.01 and consists of this page 1, evidence pages E- I and E-2, as well.as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 20-1103.08
Expiration Date: May 06, 2025
MlAMI DADEcoulm pproval Date: January 21, 2021
.� ,
,. � ORW 01 /21 /2021 Page 1
Ret±enev Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0122.05)
2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water.Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series 5305 tilt double
hung vinyl window, prepared by National Certified Testing Laboratories, Test Report
No. NCTL.110.11422-2, dated 10/02/08, with revision dated 01/08/09, and addendum
letter dated 03/12/09, all signed and sealed by l rold E.'Rupp, P.E.
(Submitted under NOA No. 09-0122.05)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202.94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3 2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series 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. 20-0512.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with. FBC .5"
Edition (2014), dated 0610111.5 with revision dated 09/01/1.5, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
(Subinitterl under NOA No. 15-0618. 02)
2. Glazing complies with. ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Shang 7hao, P.E.
ProthigiLantral Exam'
NOA No. 20-1103.08
Ex fpiration Date: May 06, 2025
[AperovalDate: January 21, 2021
E-1
Regenev Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. NOA No. 19-0305:02 issued to Kuraray America, Inc. for their "Trosifol@
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
.2. NOA No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for
their White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on
02/28/23.
3. ENERGI Fenestration Solutions Data Sheet for compound product No. 3242/8007,
Rigid PVC Building Products Profile Extrusion compound designed for Windows and
Doors dated May 19, 2016.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6" Edition (2017), dated January
8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso, P.E. (Submitted under NOA No. 18-0122.14)
G. OTHERS
L None.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets 1 through 10 of 10, dated 01/12/09, with revision 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. MATE:RIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC Th 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. 18-0918.04, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window— L.M.I., expiring on 05/06/20,
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-1103.0
Expiration Date: May 06,202
Approval Date: January 21, 2021
E-2
REGENCY PLUS, INC.
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW
LARGE MISSILE IMPACT
INSTALLATION ANCHORAGE DETAILS
NOTES:
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).
2. 2X WOOD FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETFIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER 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
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 TIME ARCHITECT OR ENGINEER OF RECORD.
4, THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201. TAS 202 AND TAS 203. SEE TEST REPORT NO. NCTL-110-11422-2. DATED 10i02108, WITH REVISION DATED 01106109 AND ADDENDUM LETTER DATED 03/12109 BY NATIONAL CERTIFIED
TESTING LABORATORIES, YORK. PA, SIGNED AND SEALED BY HAROLD E. RUPP, FLORIDA P.E. VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19.0312.
5, MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA.
5.2. REINFORCEMENT:
5.2.1. GALVANIZED STEEL TUBE (0.730" X 0 434' X 0.06" THICK, Fy = 3D-50 ksi 8 Fu = 37.5-68.7 ksi) - SASH PERIMETER
5.2.2. LAMINATE GLASS INTERLAYER: TROSIFOL INTERIAYER BY KURARAY AMERICA. INC. PER CURRENT MIAMI-DADE NOA.
C GLAZING:
6.1. GLAZING DETAIL AS TESTED:
6.1.1. OVERALL: 7/8" NOMINAL INSULATING LAMINATED GLASS.
6.1.2. GLASS THICKNESS: (1) LITE OF V8" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR.
6.1.3. LAMINATED LITE: (2) LITES OF ti8" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA, INC.
6.1.4. SPACER TYPE/SIZE: 7116' NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (TYPE SSA).
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.
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 WIT11 A 70 TO 90 SHORE A DUROMETER. GASKET
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE.
6.3. AS TESTED GLAZING MEETS ASTM E130M9a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114".
9. FOR ANCHORING INTO CONCRETVNIASONRY USE 1/4' FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112- MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112" MINIMUM EDGE DISTANCE AND 1- MINIMUM EMBEDMENT
INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4" MINIPAUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS HAVE+1- 1" TOLERANCE.
10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
10.1. #12 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 V8" MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 7/8' J'AiNIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE -I- 1" TOLERANCE.
10.2, 914 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 -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE a1-1' TOLERANCE.
11. FOR ANCHORING INTO METAL STRUCTURE USE 014 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS ISMS) WITH SUFFICIENT
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
DETAILS. ANCHOR LOCATIONS HAVE F/- 1"TOLERANCE.
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) AND 0.55 (HVHZ)
13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY - 117 PCF
13.4. METAL SUBSI RATE: STEEL 18GA (0.0428'), Fy = 33KS1 / Fu = 45 KSI OR ALUMINUM 6063-T5 0.048' THICK MINIMUM
13A.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
NOTES
2
ELEVATION AND ANCHOR LAYOUT (WS AND CS SCREWS)
3
ELEVATION AND ANCHOR LAYOUT (SMSITAPPINGISELF-DRILLING SCREWS)
4
VERTICAL SECTIONS - COMPONENT ID & GLAZING DETAIL
5
HORIZONTAL SECTIONS - COMPONENT 10 & FRAME CORNER CONSTRUCTION
6
VERTICAL SECTIONS - WOOD AND CONCRETEIMASONRY SUBSTRATE ANCHORAGE
7
VERTICAL SECTIONS - METAL SUBSTRATE ANCHORAGE & INSTALLATION NOTES
8
HORIZONTAL SECTIONS - WOOD, CONCRETE/MASONRY & METAL SUBSTRATE
ANCHORAGE
9
COMPONENTS
10
BILL OF MATERIALS &COMPONENTS
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53" MAX. FRAME
WIDTH_J„
49 i'-B' TOP SASH _
WIDTH
45 4' TOP
— SASH
D.L.O. WIDTH
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II 3216' TOP
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FRAME
SASH HEIGHT
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DETAIL 1
4616' BOTTOM (SEE SHEET 5)
- SASH
D.L.O. WIDTH
50� BOTTOM
SASH
WIDTH
SERIES 5305 TILT VINYL DOUBLE
HUNG_WINDOW WINOW D
EXTERIOR VIEW
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
+55.0/-55.0
LARGE MISSILE
IMPACT
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW -WINDOW
INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING
SCREWS) OR CONCRETE/MASONRY SUBSTRATE
(CONCRETE SCREWS)
3" FROM CORNERS
@ HEAD &SILL TYP.
TYP. EACH SIDE
OF MEETING RAIL
X
FN
151a" O.G. TYP,
HEAD 8 SILL
6" FROM JAMB
j—CORNERS TYP.
t 7
2" O.C. TYP. FOR
WOOD SCREWS.
4" O.C. TYP. FOR
tCONETE
CRSCREWS.
14 4" O.C. MAX_ TYP. WOOD
SCREWS
F13 a' O.C. MAX. TYP.
CONCRETE SCREWS
89RTES 5-305T1LT-VIN L DOUBLE„HUNG
WINDOW WINDOW
EXTERIOR VIEW -ANCHORAGE
WOOD AND CONCRETE/MASONRY SUBSTRATES
HVSTALLATION NOTES:
1. HEAD AND SILL
ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME.
3. +/-1" TOLERANCE ON
ANCHOR LOCATION.
3.1. TAPCON MINIMUM
SPACING IS 4" OC.
3.2. WOOD AND TAPPING
SCREW MINIMUM
SPACING IS 2" OC.
WEEP HOLES:
1. ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 112" WIDE
BY 1/2" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG.
2. ONE (1) WEEP HOLE MEASURING 1" X 1/4" WAS LOCATED AT EACH END OF THE
EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR
HORIZONTAL SILL FACE.
3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 1/4" AND EMPLOYING A PLASTIC WEEP
COVER WAS LOCATED AT 2-7/8" FROM EACH END OF THE EXTERIOR VERTICAL SILL
FACE.
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53" MAX. FRAME
WIDTH
49 J" TOP SASH
WIDTH
45 j" TOP
— SASH
D.L.O. WIDTH
4
IL 32 1j55," TOP
361'TOP SASH
SASH D X77" MAX. HEIGHT D.L.OFMEHEIGHT
HEIGHT°
38 E 33 1., BOTTOM
SASH
BOTTOM 5 5
SASH X D.L.O.
HEIGHT �� uj HEIGHT
A
4
DETAIL 1
46 11'6" BOTTOM (SEE SHEET 5)
SASH
D.L.O. WIDTH
50 e" BOTTOM
SASH
WIDTH
SERIES_5305 TILT_VINYL DOUBLE
HUNG WINDOW WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
+55.0/-55.0
LARGE MISSILE
IMPACT
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW
INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR
SELF -DRILLING SCREW)
3" FROM CORNERS
@ HEAD & SILL TYP.
ow
C Meetinci Rail
2" O.C.
TYP. EACH SIDE
OF MEETING RAIL i
X
15 TIC"' O.C. TYP. I
@ HEAD & SILL
7 6" FROM JAMB
CORNERS TYP.
— T
2" O_C. TYP. FOR SMS
* SCREWS.
6
t 9 1" O.C. MAX. TYP. FOR SMS
u? SCREWS
ul
INSTALLATION NOTES:
HEAD AND SILL
SERIES 5305 TILT VINYL DOUBLE„HUNG
..................._..._....____....._........................... .
WINDOW WINDOW
EXTERIOR VIEW -ANCHORAGE
STEEL SUBSTRATES
1.
ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME.
3. +/- 1" TOLERANCE ON
ANCHOR LOCATION.
3.1. SMS, TAPPING OR
SELF -DRILLING
SCREWS MINIMUM
SPACING IS 2" OC.
WEEP HOLES:
1. ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE
BY 112" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG.
2. ONE (1) WEEP HOLE MEASURING V X 1/4" WAS LOCATED AT EACH END OF THE
EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR
HORIZONTAL SILL FACE.
3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 1/4" AND EMPLOYING A PLASTIC WEEP
COVER WAS LOCATED AT 2-7/8" FROM EACH END OF THE EXTERIOR VERTICAL SILL
FACE.
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EXTERIOR
SEE I
DETAIL. 1,
SHEET A
INTERIOR
C VERTICAL SECTION
HEAD-COMPONENTID
EXTERIOR INTERIOR
A VERTICAL SECTION
SILL - COMPONENT ID
EXTERIOR
INTERIOR
B VERTICAL SECTION
iVTEEPING RAILS - COMPONENT 11)
112" GLASS BITE
INTERIOR 7/8" O.A. LAMINATED GLASS CONSISTING OF:
EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8"
ANNEALED GLASS W/ 0.090" KURARAY AMERICA
INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/
STAINLESS STEEL SPACER (TYPE SS-D),
INTERIOR 1/8" TEMPERED GLASS
GLAZING DETAIL 1.
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MASTER FRAME CONSTRUCTION
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RnEert J. Amo—, P.E.
Ftanda P.E. No.49752
PRODUCT REVISED
As eompying whh w. Fbdda
ISullding Code
NOA-Mu. 20.1103.08
rolw%l— Oob 0510612025
ey
OAIamFu�e �duc`t centrroi-
PROPERLY SECURED 1X
WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1)
WOOD BUCK PROTECTION BY
OTHERS (SEE NOTE 3, SHEET 1)
CONCRETE BY OTHERS---_
(SEE NOTE 2, SHT. 1)
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK --
BY OTHERS
54 i/4" ITW TAPCON
INSTALLATION ANCHOR
1 1/2" MIN.
EDGE DIST.
• v b
vb 1
1 1/2" MIN.
7 q EMBEDMENT
1/4" MAX.
SHIM SPACE
#12 OR #14 WOOD
INSTALLATION
#14 WS: 1" MIN. EDGE DIST,
#12 WS: 7/8" FAIN. EDGE DIST.�
SHEATHING
BY OTHERS
EXTERIOR FINISH 4`s{, 1 BY OTHERS
PERIMETER CAULK
BY OTHERS
PROPERLY SECURED 1X
WOOD BUCK BY OTHERS
(SEE NOTE 2, SHT. 1)
2X WOOD
BY OTHERS
(SEE NOTE 2, SHT. 1)
% #14 WS: 1 1/2" MIN. EMBEDMENT
#12 WS: 1 3/8" MIN. EMBEDMENT
1/4" MAX.
FSHIM SPACE
EXTERIOR �• f
�B� VERTICAL SECTION
coNCRrrrst;asTRA1 (�)VERTICAL SECTION INTERIOR NNDOW INTERIOR
IIEIGHT WOOD SUBSTRATE
EXTERIOR
d ANCHOR -TO -SUBSTRATE
(�7 EDGE DISTANCES AREMEASURE
TYPICAL AND
SIDES OFDSUBST° E
TO U
PERIMETER CAULK v
BY OTHERS -��
uJ
1/4" MAX.
_LSHIM SPACE
EXTERIOR FINISH-•=`
_ 1a'•
�_
BY OTHERS
r.u^_�`,tt.
�
CONCRETE BY OTHERS —'-.",I
a 1 1/2" MIN.
(SEE NOTE 2, SHT. 1)
c
EMBEDMENT
PROPERLY SECURED 1X
WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1)
WOOD BUCK PROTECTION
1/4" ITW TAPCON �
1 'I/2" MIN.
EDGE DIST.
BY OTHERS (SEE NOTE 3,
INSTALLATION ANCHOR
SHEET 1)
A VERTICAL. SECTION
CONCRETE SUUN
FRATE
WINDOW
HEIGHT
u tuJ 1/4" MAX.
PERIMETER CAULK ° rSHIM SPACE
BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT
#12 WS: 1 3/8" MIN. EMBEDMENT
ii:•
EXTERIOR FINISH
BY OTHERS
SHEATHING 2X WOOD
BY OTHERS BY OTHERS
#14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1)
#12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X
#12 OR #14 WOOD SCREWwl
WOOD BUCK BY OTHERS
INSTALLATION ANCHOR (SEE NOTE 2, SHT. 1)
VERTICAL SECTION
1 n f-WOODStiUSTRATE
y 4 4 Eo
C
o m m
w v`
0
f nLL YO �SU31
to
O w� Fo
a D O
z W c
w w
s
J Y I
W
o �
�p O
m
OZ }�
_ZW �
n Z
� CL 0- i
a�wOZ
r o p o
2� M _J<
wQU z
KQZi jLu ^ H
xo�
�V ,n be ¢'
tnoLUZ
3a
O
WW8o rw
O �Pm
woo n
RoheR J. Amoroso, P.E.
FWMp RENo. 49752
PRODUCT REVISED
e nu`a`ma =lth the FlorWn
MOR-M. 20-1103.08
expirawn oat. 0510812025
By L F
#14 SHEET ETAL
SCREW/SELF—DRILLING SCREW 55
3 4" MIN. INSTALLATION ANCHOR
EDGE DIST, METAL SUBSTRATE
N
N
'° d
O
m
��
(TYP.) BY OTHERS
r
(SEE NOTE 2, SHT. 1)
o
a
o
EXTERIOR FINISH
BY OTHERS "` I
; 3 THREADS MIN.
a C
Q
a
EMBEDMENT BEYOND
w
�<
�
x INTERIOR WALL
Y
e
F HIM SPACE
PERIMETER CAUIJC—�'
BY OTHERS
w
z
n
n J
O
Q�]o
INSTALLATION NOTES:
00
~
ANCHOR —TO —SUBSTRATE
Q
1.
1.1.
APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
WOOD FRAMING,
�•,
in
Z Fg=
3:f'(
`�
EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING,
¢
3 F
U TYPICAL AND
1.3.
ALUMINUM FRAMING, AND
in
z
55
MEASURED TO BOTH
4
1..
CONCRETE AND.IOR MASONRY.
10
z
UJ 06
m
m
cn
z
J
EX D� SIDES OF SUBSTRATE
2.
2X WOOD FRAMING. 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETFJMASONRY OPENING TO BE
N= a
C9
z
DESIGNED AND ANCHORED'i'O PROPERLY TRANSFER ALL LOADS TO STRUC-PURE. FRAMING AND
a ¢ �
.
CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
U I-
VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONQRETE/h1ASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL
B
¢w
� Q
0
97ET'AL SUBST RA'IT HEIGHT
PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETOMASONRY SUBSTRATE. WHEN USED. 1X
UJ
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS
C o
r w
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE
F K
_;
o ' z
INTERIOR
-
EXTERIOR
SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,
in
ro to
_
ma`s
4.
$HIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF i/16'
ro
U.
Q6
OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114".
w F
V
4 �p
S.
FOR ANCHORING INTO CONCRETEIMASONRY USE 114" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1!2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2" MINIMUM EDGE DISTANCE AND 1"
�Wo�LL
R
MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN
.j
Robert J. Am , RE
ELEVATIONS AND INSTALLATION DETAILS. 4" MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.
Q
1 /4•• MAX.
ANCHOR LOCATIONS HAVE +/. 1" TOLERANCE.
Flon4a P.E. No. 49752
o �1 SHIM SPACE
((J�U
g,
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
TO ACHIEVE A 1 318- MINIMUM
�`�� 1p61ES �g414 �4
•�'�',ENg
PERIMETER CAULK �-
6.1.
#12 FLATHEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH
� tiC•; q
BY OTHERS
EMBEDMENT INTO SUBSTRATE WITH 718' fvIINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR
Q 4rq No 49x52 d
SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
j
• ANCHOR LOCATIONS HAVE +/- 1'TOLERANCE.
"n L1z a'
6.2.
#14 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2- MINIMUM
r'P 9TAYE.
'
EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR
AND INSTALLATION DETAILS.
Q%
.� F �< O 1�?P�6`�w
SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
Fl
��hs$�O6jA1;Ott
;'.'.
ANCHOR LOCATIONS HAVE y- 1"TOLERANCE.
3/4" MIN. 3 THREADS MIN.
7.
FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS
EXTERIOR FINISH H EDGE DIST. EMBEDMENT BEYOND
(SMS) WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
BY OTHERS
(TYF') INTERIOR WALL
WITH 3•'4" MINIMUM EDGE DISTANCE AND F41NIMUM ANCHOR -TO -ANCHOR SPACING OF 2. ON CENTER. LOCATE
#14 SHEET METAL
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE -!.1"
METAL SUBSTRATE TOLERANCE.
SCREW/SELF—DRILLING SCREW BY OTHERS
55
INSTALLATION ANCHOR
(SEE NOTE 2, SHT. 1)
8.
INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
r
VERTICAL SECTION
9.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANOJOR SPECIFIED IN ACCORDANCE WITH
PRODUCT REVISED
.—P o° wmn mo Flo.lw
�20-1103.08
A
ASTM E2112.
HOA-H..
METAL SUI3STRAT,
EaPUanan o.w asroolzozs
'
G=-
811am a e ua nw
0
1 /4" MAX. o m
FRAME BY OTHERS SHIM SPACE o °P
1/4" MAX. SHIM SPACE2X WOOD
1 1/2" MIN. EMBEDMENT - CONCRETE o
(SEE NOTE 2, SHT. i ) INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY o
N
w
a tim na: �U
54 1 /4" ITW TAPCON INSTALLATION ANCHOR W o o U o n
#14 WS: 1 1 J2" MIN. EMBEDMENT " o & 1O LL s
#12 WS: 1 3/8" MIN. EMBEDMENT
O w� wo
W C—)
p g• 1/2"" MIN. EDG£ DISTANCE - CONC.
#12 OR #14 WOOD SCREW 53 y 2" lAIN. EDGE DISTANCE -MASONRY w
INSTALLATION ANCHOR
COY— CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. 00 �o V BY OTHERS w
V a g o
#12 W5: 7/8" MIN. EDGE DIST. q c� .� Lr� (SEE NOTE 2, SHT. 1) s o o w
�,(TOD
ROPERLY SECURED 1X �U IL o
D BUCK BY OTHERS p¢fPROPERLY SECURED 1X we�NOTE 3• SHT. 1)ZFWOOD BUCK BY OTHERS ' J:;.'t:':i3•�:";:: �i.��SEE NOTE 2,•SHT. 1 d �
( ) `; BUCK PROTECTION BY }
!'+' :+a� SEE NOTE 3, SHEET 1 3 Zm
SHEATHING EXTERIOR OTHERS ( )
BY OTHERS to
1l_ EXTERIOR FINISH Oj x w4 5 m Z
EXTERIOR FINISH PERIMETER CAULK p PERIMETER CAULK BY OTHERS 0- a roe -
BY OTHERS BY OTHERS BY OTHERS a 0�
} � :E 0.6
Uhl
C VERTICAL SECTION W ° < zz
WOODSU05TRAIE ANCHOR -TO -SUBSTRATE D VERTICAL SECTION w �: >0 eN
EDGE DISTANCES ARE CONCRETr! MASONRY mom H
TYPICAL AND SDRS1RATr
MEASURED TO BOTH
MCC
1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE
o
INTERIOR SHIM AS REQUIRED w p
a� 8��w
#14 SHEET METAL W o ? m
coo
55 SCREW/SELF-DRILLING SCREW 3 g
INSTALLATION ANCHOR
Robert J. AmoNso, RE
Flonda P.E. No. 49752
f }0 3/4" UPPER SASH JAMBS ."
U— EDGE DIST.. (TYP.} d` *VES ++
SHOWN. SIMILAR ry�cei
�r INSTALLATION FOR
3 THREADS MIN. LOWER SASH JAMBS. * °*
EMBEDMENT BEYOND INTERIOR WALL �9LtisrAtE'��yt�=
d METAL SUBSTRATE BY OTHERS ' ct ....... 2�
(SEE NOTE 2, SHT. 1) +� `+S,rO....—
/ '—EXTERIOR FINISH
PERIMETER CAULK) BY OTHERS
BY OTHERS
E VERTICAL SECTION
METAL SU1351`R VI E
PRODUCT REVISED
nunodai.0lgVth me Pload.
NOA-No. 20-1103.08
expimj- bad 05106l2025
Miami -bade Product GAAMI I
�
�
K
N
4
N
no
m
O
O
�
ttuu
o
ad
0ti
4
f,Z MAIN FRAME
`J
2 SASH FRAME
C�
SASH COVER
lJ
® SASH STOP FRAME
O SLOPED SILL COVER
°
Q o
Q N•
N
COS ER
WHITE RIGID PVC
WHITE RIGID PVC
WHITE RIGID PVC
WHITE RIGID PVC
a F
w
a o
W
TYP. WALL TICKNESS 0.070°
TYP. WALL THICKNESS 0.070"
TYP. WALL THICKNES 0.065"
WHITE RIGID PVC
TYP. WALL THICKNESS 0.075"
a
W
,
0
f .--4,170"
D 298"
TYP. WALL THICKNESS 0,070"
3.450" -+�
x
rn
o
2.730'
1.656^
1.000"
�0.565'
�.5L.., n
�.- 2.1T55'
o
I+--3.250"-� �
�►�-1.530"
1.350"
1.635'
O
�
d
'wm
2
GLAZING LIFTRAIL IIANDLE
GLAZING BEAD STOP
0
INTERLOCK COVER
®
POCKET HEAD COVER
® REINFORCEMENT
STEEL
d 3
z Cj
z
v
Q WHITE RIGID PVC
WHITE RIGID PVC
WHITE RIGID PVC
9� WHITE RIGID PVC
TYP. WALL
= ¢
wr
1 m z
TYP. WALL THICKNESS 0.055"
TYP. WALL TICKNESS 0.055°
TYP. WALL THICKNESS 0.075"
TYP. WALL
THICKNESS 0.06"
D
3 a
a 0
m
M
w < y
z a
0.914"
THICKNESS 0.070"
1.857'
� w �
W v d>
00
O
0.9533'
450.091°
I
1.722"
--E--i-�-
[-.
�
WV
j
U
p
0.329'
4.85' 1.077
S
II
�+-�•�0.730"
m
a
,cis
wUJI
•' u
CAM SWEEP LOCK
19 FACE t
O
CONSTANT FORCE
�
�n^w
g
STEEL
STEEL
BALANCE
_
TYP. WALL TICKNESS NA
TYP. WALL TICKNESS 0.070"
Robert J. Amoroso, P.E.
1.750"
-►��-0.150"
+0.000
0.665'
Honda P.E. No. 49752
2.836'-+•I
rt
-0.100
,,�paSPtAtp'Itt/ii
Et
0.68T' 1^
®
1.326" (�;
-
Uri}-0.070"
1.220 DIA. MAX.
+0.000
1.885' _0.100
�`+b�Qt`?O�g9G4
`��r' NO 49 sz ^'`Pa$
w=
2,082'
0,467"
�9�. STAiEtt��y i
• 0 J
1:
�t4tgiiiigpN
0.525°
PRODUCT REVISED
ao co.p1y Bwith th" FlotMo
•
•
Building Cod
NOA-No, 20.1103^0S
eapt-tion [!.to 0510612025
Mlomi-Dodo Ptoduct Control
- Series 536S Double Hung/ Bill of Material _
It.. No. D-CHIntlon I
Part Numbers ISupplier Maurlsl
flame
Com ...as
1
Master Frame
IV White 7780
al
White PVC 2
2
SashFm w(OperoUngSash)
IV Whit. 1282f7750
tRo al
White PVC(23
Sash Cover Need K¢ep¢r98sA
NWhite 1078fT725
IRo al
White PVC
d
Sash S.pFrame Cover
NWhite 1070 f7736
lRoyl5
Sloped Sill Cover
IV Whits 11811IT38
pEnorlI
lRoyal
White PVC(2)
8
Glazing LUnall Handle (Operalkdg Sashes)
IV White 106817747
(Royal
White PVC (2)
T
Glazing Bead Stop Operatin Sashes)
IV White 106717748
/Ro alVYhile
PYC 2e
Interlock Cover ralin Sashes
NWhite 11801 MT
!R al
WhiIO PVC 2
9
Pocket Cover Head
NWhila 1073i T724
Enor IIRo al
White PVC 2
Reinforcement
10 0p.radn9 Saah P-imoterx 1)1ea.y R.I.F.-.nt
Illygrod. al.lala OV Gal.. it)
11 IS 6 x SW Tek l Sash Rednloroement Fastener
JGLF Corporation
WeathoMUI
In
.210x JO0 FIn Se el Pocket Cover 1107317726/Frame Head
.__.____._.__...__.._.
.210 x.3OO FIn Seal Pocbt Covet 11781f7T38/Frame Sldl
W23303NW0000 .
W27303NYY0000.
Ultm-Fab
Uilm•FaD
......_.......
12A
.210 x.300Fin Seal Sash Frame 11282177601 Kea er Sash
W23303NW0000i
Ultm•Fab
.210 x,300 Fin Seal Sash Frame 11282 f 77501 Lack Sash
W23303NWODOO
UttraFab
.270 x.300 Ft. Iliad Sash Framo f 1T82/77501 Lock Sash
Iliad
_ .._.
W23303NW0000
_..-__.
U_ltra•Fab
-r.
•187xMO Fin Seal I.I.1ock Cover 1110017727/Keeper Sash
W2330INWODOO
Ult.Fab
12B
.167 x.300 Fin Seal lnlorl"i; Cover/ 1180t77271Lock Sash
W2330INWODOO
Ult.Fab
120
.270 x,220 FIn Ssal Sash Frame 181ngie Ua Screen Frame
W112257W0000
ltra-Fab
Ultra-Fab,
13
.200x.340HAu1b5o.19.sh Framo 12821775OILock Sash
E20718WN2020
Ult.-Fab
Glazing
14
W.t III -(Operating Sash)
552 Skfl.. Black"
Sik. US
16
O cretin Lack Saah E3682jama 10.9.0 PVB bHada arlG
Hurricane Lameiatc im ct
Cardinal
18
O aralin KoepT . 1. £3662.7mmi0A.1) PVB Ihtoda erlG
Hurricane Laminate Impact
Cardinal
17
Glass Setting Slocks Sash
2NB-0K-0,125-032-064
Frank Low.
16
ENDUR. IGwith XLEdge SS SPaeer SS-O TYPE
-
Cardinal
stainless Stool
19
F... Mounted Kea ,
Steel
Truth Hardware
Screen components not all co
moonentsiMalinsoctionviowe
20
SinoloLeg Frame Now White
D6516NEW192
Shows Unlimited
- ---
21
Double Loa Framo Now White
06516NEW19T
Shaves Unitmnod
22
Tensions do s -
2584
Adopt
23
Fiba IatU 94 Streon Cloth Charcoe1160* x 96'
300260,
Philer
24
Screen Sillfine
EXFLX-0165.81(
Wnperitill Plastic USA
25
Aluminum CornerK
CK252X260
Hygrade Halals
_
26
Suean Cli Clear
H-0Bd
Product Dea' n
27
Screen Clip Clear
H-3150 iI
Product Desilin
M4c, Com rents, Hardwary and Hardware Fasteners
not all components (D.d
In sectlan.iewsl
28
36 to. 3Coll 1$01.W.-
803836
Amasbu (Truth
29
Not U..d
nfa
nra
30
Hurricana Tilt Latch
1057A-003-EW
Vision Industries
_
31
Pivot Bare1TSha ed Head
6967
Vision bldustdes
32
CAMT aSw.. Lock
322OSS-003•EW
Truth Hardware
33
Weep HoleeoverWAite
H•8DSWHZ
Product Das' n
34
_
Monti. Bar
W58W
H rode Metals
35
Mobil. Bar End Prins
Map
H rode Metals
36
inderl)ek Cover 0 atin�8axb !Lock Sash
HH•68 Vkryi Cornea.
RH Products
_
37-
Interlock Cover (Operating Sash 1K.. ¢r Sas11
HN46Vin (cement
RH Produces
LIIhal End Ca sWhN2
00156-0001S.LL.
PhsU.
SStaksDEA801t0
SmNr Staple30PPt2.18P509t16
Xt 318 X 3 Foam Block
W0511022
Lindenma.75
White Balance Plu
21300-00077
LvmatokHurricane
N
Grade S rin
C5025
James S in WireAccess
Pads lnelallaOon Transluconl
02-MXOI50U10C2
No and Silicones
Safe Seal Lock
322OSS-003•EW
Vision lodustr)ea
Safe Seal Kee er
829ZA403-EIV
Vision Industries
F 5r3T'T6Rivat.040275 Gri ISash Pivot Us,$
112003GLF
Co moon
88.18x0,850 Flat Wafer ShouYbrl8aah/Hunicano latch
137341
,
6LF Co ration
48
49
18 x 11t4" Tok Whilel Locks
M 6 x 1" Tek White l Kee eft
120376
116321
CLF Cor ration
GLF Cor ora5an
W
FBr<>b"Tekl Pan Hoad (Balance SAO.$
120766
GLF Cor ration
51
3 x 3IB- T¢k I Screen CFPa lYhao .-. _
116506
GLF Corpo.Uon
32
It
112a 3" Flatflnstaitation Screw,
401168
GLFCOrpondmn
I.stegefion
Fasteners
$3
1012 OR#14 WOOD SCREW
I nla
Inja
Steel
54
114" ADVANCED THREADFORM TAPCON
1 ale
IITW
Steel
55
1#14 SHEET METAL OR SELFORILLING SCREW
I nli
Na
Stool
OI Hvara.. Moah.Spedlka9=tan IODSte 1410 CS TV" A.ad 8.30 W t. 5DW Yield Wenath,GV rralvmhed .
(2) 11FEn01 FUHSI 4110N SOIUBONS USA, INC, MCURMNT N3Aa1)•aooENUnt( OF AC1lYtarK1tNOAI,
IiURRICANE
�J TILT LATCH
STEEL - ZINC COATED
0.176' -}
0.323"
0.345" 0.205"
0.377"
0.166"
0.377"
1.906"
.622"
0.669"
O0.803"
t012"
:1]-
0.544"
31 PIVOT BAR
METAL
.
1
0
0
o
260"
�N
Z Z
u�+zOa
3
�❑
Q `
(Ds"_
zxo30a
1.067"
0�
�aam
O
m
1-
wZ
�t-2
D
0.T09"
K
J K
jT
2 U)
W o U
2¢
9 4 "
0.157" -
W
N
FO
4
LL a
O J
MDO
c g,9
W
W
w
DStta
N
o. o
a�
Robert J. Amoroso, P.E.
Fmrufa P.E. No. 40152
�� yr`ENgfi•�tP�
>>Z'r No 49 52�02
;* C
0,559" z
0.362" -e► --0.173" �� yQ7ATE 0 :�wy
y�Q •, ! p R )44•r6�rp!
till 0
DiA� 1/1N
0.551" ❑ p p 0.748" ®o
0.368"
2.372" 1.122"
PRODUCT REVISED
0ucod.
complyirm with the Florida iiriarg
HOA-Ho. 20-1103.08
bpinHan oat. 0510612025
Is
Mlaml-Dade P�convol