HomeMy WebLinkAboutDOUBLE HUNG_20-1103.08 MIIAMIMO►4DE MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3 3 1 75-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA www.miamidade.gov/btiildiniz
Regency Plus,Inc.
2000 Locust Gap Highway
Mount Carmel, PA 17851
COPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER—
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control
Section (In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone,
ESCRIPTION: Series"5305 Tilt" White PVC Double Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets 1 through 10 of 10, dated 01/12/09, with revision 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.
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 riled 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.20-0512.01 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.20-1103.08
Expiration Date: May 06,2025
MiAMPDADE COUNTY kpproval Date: January 21,2021
4112112021
Page 1
Reuncy 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 Harold 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 51h
Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
(Submitted under NOA No. 15-0618.02)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
Sifang Zhao,P.E.
Prattin
NOA No.20-1103.08
Expiration Date: May 06,2025
lApproval Date: January 21,2021
E-1
Reuncy Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their"Trosifolo
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. 324218007,
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 Wh 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. I8-012214)
G. OTHERS
1. None.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0064, titled"Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets I through 10 of 10,dated 01112/09,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 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. 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.
6�
Sifang ZHao,P.E.
Product Control Examiner
NOA No.20-1103.0
Expiration Date: May 06,202
Approval Date: January 21,2021
E-2
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REGENCY PLUS, INC. 4 W
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW Q
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11- THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURR[CAN E ZONE(HVHZ).
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2. 2X WOOD FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND I BUCK INTO CONCRETE/MASONRY 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 o
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MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. `' o _ ❑
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4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201.TAS 202 AND TAS 203.SEE TEST REPORT NO. NCTL-110-11422-2,DATED 10/02/08.WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED 0
TESTING LABORATORIES,YORK, PA,SIGNED AND SEALED BY HAROLD E. RUPP, FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312. Z o o N
5. MATERIAL: 2
5A. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. 6 = 00 Z
5.2. REINFORCEMENT: (9 r• =
2 m ui
5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK, Fy=30-50 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER uj= Q W m COZ J
5-2-2- LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. IL 0_ CO w
a. _J D� a�
fi. GLAZING: I— 3 pO 0 o N
6.1. GLAZING DETAIL AS TESTED: Z U) tY Z
6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS_ W U Q � o E
6.1.2_ GLASS THICKNESS-(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR_ W 0 8
6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. �' o F `N o
&1.4. SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). o L �z
6.1.5_ GLAZING SYSTEM: INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. LO c
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 ° 6
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE.
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. W a 7
W_ LoR
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. LU F x cq m
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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". o
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9. FOR ANCHORING INTO CONCRETE/MASONRY USE 114"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 Robert J.Amoruso,P.E.
INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. Florida P.E.No.49752
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1 10 1 FOR
#2 FLATING H AINTO
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LENGTH TOF THE OC[EVING-
E A'1 318"MINIMUM EMBEDMENT INTO SUBSTRATE .........44f,q
WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS TABLE OF CONTENTS •`SO o
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SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. 4 t: No 44 52 =0
10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION :* x
WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS �pp �a :a=
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. 1 NOTES � P STATE O :Qj
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS SMS)WITH SUFFICIENT 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS} ,'rO�L�`''�•�O F1!Q*0 sllP
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND 3 ELEVATION AND ANCHOR LAYOUT(SMSITAPPINGISELF-DRILLING SCREWS) �+''4�►10NAL Oi',7*0
MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. 4 VERTICAL SECTIONS -COMPONENT ID&GLAZING DETAIL
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 5 HORIZONTAL SECTIONS-COMPONENT ID & FRAME CORNER CONSTRUCTION
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7 VERTICAL SECTIONS- METAL SUBSTRATE ANCHORAGE &INSTALLATION NOTES
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) HORIZONTAL SECTIONS-WOOD, CONCRETEIMASONRY& METAL SUBSTRATE PRODUCT REVISED
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 8 ANCHORAGE as complying
yingCod with the Florida
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF Holding 20-7103.08
13.4, METAL SUBSTRATE:STEEL 18GA(0.D428"),Fy=33KS1/Fu=45 KS OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 9 COMPONENTS Expiration Date(1510612025
13.4.1, STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
10 BILL OF MATERIALS&COMPONENTS By
Miami-Dade Product ontro
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@ HEAD & SILL ANCHOR LOCATION.
45�fi" BOTTOM 3.1. TAPCON MINIMUM
[SEE SHEET 5} Robert J.SERIE 5305 TILT VINYL DOUBLE HUNG FIIondaPE.No.4952
SASH SPACING i5 4" OC.
D.L.O. WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING
�„ E A EXTERIOR VIEW-ANCHORAGE SCREW MINIMUM �.•�`�'� �p[ ,�ar�Rf
5l) a BOTTOM WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2" OC. -'�a�'-'"�� �s��� GN`'•
SASH '@: No 49 52 :D
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SERIES 53175 TILT VINYL DOUBLE WEEP HOLES: : �STATE $2a 'w
HUNG WINDOW WINDOW 1. ONE (1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 112" WIDE ���510
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EXTERIOR VIEW BY 112„ HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER ,*,moo;;
VERTICAL LEG.
DESIGN PRESSURE RATING (PSF) IMPACT RATING 2. ONE (1)WEEP HOLE MEASURING 1" X 114" WAS LOCATED AT EACH END OF THE
EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR
+55.0 :55::.0 LARGE MISSILE HORIZONTAL SILL FACE.
IMPACT PRODUCT REVISED
3. ONE (1) WEEP HOLE MEASURING 1-112" X 114" AND EMPLOYING A PLASTIC WEEP BBuilding
Cod with the Florida
COVER WAS LOCATED AT 2-718" FROM EACH END OF THE EXTERIOR VERTICAL SILL NOA-No. 20-1103.08
Expiration Date OSIO612025
FACE.
By
Miami-Dade Product Control
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW N w
53" MAX. FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR Q °�
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46 3" BOTTOM (SEE SHEET 5) 3.1. SMS, TAPPING OR Robert J.Amoruso,P.E.
SERIES 5305 TILT VINYL DOUBLE HUNG FlondaP.E.No.49752
SASH SELF-DRILLING
D.L.O. WIDTH WINDOW WINDOW SCREWS MINIMUM ■'`% "'*
1pMESMES f+s,R
56 s BOTTOM EXTERIOR VIEW- ANCHORAGE SPACING IS 2" OC. +Q��•'�cE+�sa��.�
STEEL SUBSTRATES :Q. No as 52SASH
WIDTH *• J 74
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SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: STATE ° ,►rj�
HUNG WINDOW WINDOW 1. ONE (1) TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/211 WIDE s►on...k.
EXTERIOR VIEW BY 112" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG.
DESIGN PRESSURE RATING (PSF) IMPACT RATING 2. ONE (1) WEEP HOLE MEASURING V X 114" WAS LOCATED AT EACH END OF THE
EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR
+JJ•��-��.� LARGE MISSILE HORIZONTAL SILL FACE.
PRODUCT REVISED
IMPACT as complying with the Florida
3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 114" AND EMPLOYING A PLASTIC WEEP Building Code
HOA-Ho. 20-1103.08
COVER WAS LOCATED AT 2-718" FROM EACH END OF THE EXTERIOR VERTICAL SILL Expiration Date 0 510 612 025
FACE. By
Miami-Dade Product Control
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1 1 1 1 �� ANNEALED GLASS W19.090" KURARAY AMERICA Robert
J.AmE. rsa,Florida o. 52
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GLAZING DETAIL I.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20.1103.08
expiration Date 05106/2025
By
Miami-Dade Product Control
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2 E)��RONTAL SECTION
LDWER SASH
JAMBS - COMPONENT
ID
FPRODUCTEVISED
ith the Florida
HOA-Ho. 20-1103.08
Expiration Date 0510612025
By _.
Miami-Dade product Control
PROPERLY SECURED 1 X 54 1�4" ITW TAPCON #12 OR #14 WOOD SCREW 53 PROPERLY SECURED 1 X Cl oo w
WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS N M o_o 0
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) co
co r
WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. o
EDGE DIST. 12 WS: 7 8" MIN. EDGE DIST. 2X WOOD c� ¢w
OTHERS (SEE NOTE 3, SHEET 1) # / BY OTHERS n °w° o m
O L] w
SHEATHING MO 1�0
(SEE NOTE 2, SHT. 1} v p N a O p o
CONCRETE BY OTHERS � w a
„ 1 1/2" MIN. BY OTHERS w
(SEE NOTE 2, SHT. 1} :" o vim. EMBEDMENT C a z ¢ N w
EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT o a °
1/4" MAX. BY OTHERS o ? w
�� #12 W5: 1 3/8" MIN. EMBEDMENT
SHIM SPACE ti� w
EXTERIOR FINISH k 'z 1/4" MAX. x
BY OTHERS F SHIM SPACE
PERIMETER CAULK w
BY OTHERS d PERIMETER CAULK _C7 is o
BY OTHERS Q
0
0Z rzEL cc
¢ d W
InI Z w G Q T
�� IIuIr 3: Y" z LPL
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EXTERIOR J ¢ a m Li
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$ VERTICAL SECTION U) 2i 0 0
WINDOW coN+ RrTr 5� 135TRATr. INTERIOR w c�j ¢of }
VERTICAL SECTION INTERIOR WINDOW o U Z' o
HEIGHT B WOOD SUBSTRATE HEIGHT w J }` w
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ach �u
EXTERIOR
Q � �� 4
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EDGE DISTANCES ARE w v L m
TYPICAL AND 00 i
❑ 4 MEASURED TO BOTH 4 F �: a
SIDES OF SUBSTRATE
Robert J.Amoruso,P-E-
Florida P.E.No.49752
PERIMETER CAULK �171 �� �� D� .`�`,�k�`-����E�s+�-.�G•■,
BY OTHERS 1 4 MAX, i 4 MAX, �QO r No 49 52 ;N0
SHIM SPACE FSHIM SPACE
PERIMETER CAULK = *= =*
EXTERIOR FINISH BY OTHERS :;==', �pp 24 :0:
BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT �_! STATE O
CONCRETE BY OTHERS 4 1 i/2" MIN. #12 WS: 1 3/8" MIN. EMBEDMENT ■�'� . ....
(SEE NOTE 2, SHT. 1)
',;Y'. c a d 4 Q EMBEDMENT , `• ��4S��NA� �``,
EXTERIOR FINISH
BY OTHERS
PROPERLY SECURED 1 X
WOOD BUCK BY OTHERS 2X WOOD
{SEE NOTE 3, SHT. 1} 54 SHEATHING
8Y OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON EEDGE 'DST. #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #
SHEET 1} #12 W5: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1 X
WOOD BUCK BY OTHERS PRODUCT REVISED
#12 OR #14 WOOD SCREW as compf ing with the Florida
INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1) Building Code
A VERTICAL SE['TION HGA-Ho. 20.1103.08
cc�hcR> �'E s�rBs rRAi' A VERTICAL SECTION Expiration Date0510612025
M SL]BS7'RA'[-E By -
Miami-Dade Product ontro
#14 SHEET METAL N CD ODw
SCREW/SELF—DRILLING SCREW 55 0 r
3/4" MIN. INSTALLATION ANCHOR
co
EDGE DIST. METAL SUBSTRATE o W
(TYP.) BY OTHERS LL o F v
(SEE NOTE 2, SHT. 1} =O � m
EXTERIOR FINISH ❑ ❑ o 0°r ❑ LL o
BY OTHERS }' 0 w 3:� wCN
o
3 THREADS MIN. ¢ ❑ 6 o Q a °
EMBEDMENT BEYOND 0. 0 >a a
�, w
INTERIOR WALL 1/4" MAX. w
SHIM SPACE
x
PERIMETER CAULK
BY OTHERS
INSTALLATION NOTES: N z E O
1, APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: o d W
ANCHOR—TO—SUBSTRATE 1.1. WOOD FRAMING, r o N
�y 1.2_ STEEL STUD FRAMING,
Sul EDGE DISTANCES ARE ¢ (D
1.3. ALUMINUM FRAMING,AND
TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. Co =(0 m �,-
MEASURED TO BOTH
EXT I SIDES OF SUBSTRATE y= ¢ w 06 m m z
2. 2X WOOD FRAMING, I OR 2X WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE c a _j w z W
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND m <
V � 2i OO
CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
VERTICAL SECTION WINDOW 3• 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN I BUCK IS USED, INSTALLATION ANCHORS WILL w U z U N E
METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED, 1X w 0 ¢ H
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS Ix o I-w
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE J~ 2 LL 6
INTERIOR C) �¢ &z
EXTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE_SELECTION OF COATING OR MEMBRANE IS THE LO a @]z
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. �n,N w E¢'
i17m c -�
ow
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" w_
OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114 Q a o rn w
w
4 �
5, FOR ANCHORING INTO CONCRETE/MASONRY USE 114"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH ° mo
n TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" F a
IL J5 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. RobertJ.Amoruso,P.E.
1/4" MAX.
ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. Flonda P.E.No.49752
» SHIM SPACE
p 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: +++���11 WES *f+p,
6.1. #12 FLAT HEAD WOOD SCREWS[WS]WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM �•�`4� ""'" a�f+
PERIMETER CAULK .�`a��•'w��E+�s�;•.:PG���■
BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR
SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Q: ha 49 52 fit?
ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE.
6.2, #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM It T� :��
%'. STATE
I
EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR Q; ti►�
SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 0.0���'• t O R IQp' �'
ANCHOR LOCATIONS HAVE+/_ 1"TOLERANCE. ' ,OA`f�'�++•+
EXTERIOR FINISH 3/4" MIN. 3 THREADS MIN. T FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS
BY OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
(TYP,) INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. LOCATE
#14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1"
SCREW/SELF—DRILLING SCREW METAL SUBSTRATE TOLERANCE.
INSTALLATION ANCHOR 55 BY OTHERS
(SEE NOTE 2, SHT. 1) 8, INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
PRODUCT REVISED
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH as campsyying with the Florida
)_�MWTL SECTIUN BuiidingCorfe
Ll BSTRATE ASTM E2112. Koa wn. 20 7 t03.08
Expiration Date 05106/2025
By -
Miami-Dade Product Control
1/4" MAX. N o 00 W
2X WOOD SHIM SPACE CD N o
FRAME BY OTHERS 1/4" MAX. SHIM SPACE o o r
(SEE NOTE 2, SHT. 1) SHIM AS REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE o W
INTERIOR 1" MIN. EMBEDMENT - MASONRY N U
2 m ",Xr- 2 U
#14 WS: 1 1/2" MIN. EMBEDMENT 54 1 4" fTW TAPCON INSTALLATION ANCHOR n oO a
d a ❑m m o
cti �
#12 WS: 1 3/8" MIN. EMBEDMENT p <� W o
W F CV N
�]O Q 1 1/2"" MIN. EDGE DISTANCE - CONC. o L ? w o
#12 OR #14 WOOD SCREW 53 U Q 2" MIN. EDGE DISTANCE - MASONRY w W
INSTALLATION ANCHOR
x
:Q BCONOCT CONCRETE MASONRY W
#14 WS: 1" MIN. EDGE DIST. C�0 �O
#12 WS: 7/8" MIN. EDGE DIST. d p Q Q (SEE NOTE 2, SHT. 1) o
Q -j 0
p PROPERLY SECURED 1X z r z
O
PROPERLY SECURED 1 X WOOD BUCK BY OTHERS 0
WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1)
(SEE NOTE 2, SHT. 1 ¢ 0 � N
( } �d d� �:'" WOOD BUCK PROTECTION BY r
SHEATHING EXTERIOR ''� ' OTHERS (SEE NOTE 3, SHEET 1)
BY OTHERS v = CoZ)Z)
9 0 1` =") m
EXTERIOR FINISH N= ¢ �� m m
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS a m� W z
BY OTHERS BY OTHERS BY OTHERS a =g y a
v � g 0.6
VERTICAL SECTION
C WOOL?SUBSTRATE ANCHOR—TO—SUBSTRATE )-�COTICAL SECTION w ° U �o
EDGE DISTANCES ARE NCRETEMIASONRY ix o 2i i—¢ a� o N
TYPICAL AND SiJBSTRATI, c��Z
MEASURED TO BOTH `� L
1/4" MAX. SHIM SPACE
SIDES OF SUBSTRATE , U a°o
INTERIOR SHIM AS REQUIRED w 0 =J r
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U
d o rn W
LU U n C°m
#14 SHEET METAL �� a m
55 SCREW/SELF—DRILLING SCREW
INSTALLATION ANCHOR a
Robert J.Amoruso,P-E-
Flonda P.E.No.49752
3/4" MIN.
Q� EDGE DIST. (TYP.) UPPER SASH .IAMBS �`�. '1P.ME$'►
SHOWN. SIMILAR -���Q��¢.��cEniW�,,;GN'�■
INSTALLATION FOR :Q; No es 52 ?0%
Do 3 THREADS MIN. LOWER SASH JAMBS.
pp 2a ;
EMBEDMENT BEYOND INTERIOR WALL �- cc r
% STATE .w�
p ,0 •.+tiC gyp:;.r:
METAL SUBSTRATE BY OTHERS
(SEE NOTE 2, SHT. 1)
�� O '* '�F��i.:3:� '►►►►Itt!lH�����
❑ d�
EXTERIOR FINISH
PERIMETER CAULK BY OTHERS
BY OTHERS PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 2G-1103.08
) VERT'CAL SECTION Expiration Date Q5r0G12Q25
E METAL SiJ65TRATE
By
Miami-Dade Product Control
Cl 0
N N W w
O m r Q
Q N N O
O �
co
0
= m �� _
H r• LL m p
O 0, LL �
MAIN FRAME W 0 3 ° omr
SASH FRAME SASH COVER SASH STGP FRAME ❑
1 WHITE RIGID PVC COVER SLOPED SILL COVER a z z ¢ N w
WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC a- a o 0. a a
TYP. WALL TICKNESS 0.070" TYP. WALL THICKNESS 0.070" TYP. WALL THICKNES 0.065" WHITE RIGID PVC TYP. WALL THICKNESS O.D75" o 5 a = W
4.170" TYP. WALL THICKNESS 0.070"
�0.298" 3.450" J x
� 0.315"
2.73D" 1Eh
.000" rt n D.5s5" 2.15
1.400"
0
� O
3.250" 1.530" 1.350" 1.635" p F
` C T
GLAZING LIFTRAIL HANDLE REINFORCEMENT Oz
GLAZING BEAD STOP INTERLOCK COVER POCKET HEAD COVER 1 Q _ Co Z)
5 WHITE RIGID PVC 8 STEEL go r =� m n
WHITE RIGID PVC WHITE RIGID PVC 9� WHITE RIGID PVC
TYP. WALL THICKNESS 0.055 } m
' TYP. WALL TICKNESS 0.055" TYP. WALL THICKNESS 0.075" TYP. WALL TYP. WALL ¢ a -j z z ¢z 7
THICKNESS 0.05" a � D z W
D.3os" THICKNESS 0.070" W ❑o y a
0.953" 0.891" 0.914" W U
1.857" 0.434" z D Q D o
.� �0.280"(TYP) w 0 U v o
J U M
0.329' f 1.722" 1.077 o 2i � o Li N
1.121" Irk
1 i LL ❑
LO an
I
�--��0.730"
,❑ om o
U
aornW
CAM SWEEP LOCK CONSTANT FORCE N U.
FACE MOUNTED KEEPER `� 0.m
STEEL 9 STEEL BALANCEal
TYP. WALL TICKNESS NA TYP. WALL TICKNESS 0.070"
Robert J.Amoruso,P.E.
Florida P.E.No.49752
1.750" 02-836" .150" +O.DOD �� #.,*INUES i
0.665" <<ssur�rte
O.ss7" 0.100
1,326" 1.220 DIA. MAX.
Q o ►4tS No 49 52 �p
0.070" }D.ODD cc
1.885" p a
2A62" 0.406" 0.467" -0.1 DD Q; STATEI$Z •:�+►�.`
0.735" 4 S�� ....
0.525"'
PRODUCT REVISED
as complying with the Florida
Building Code
HOA-No. 20-1103.08
Expiration Date 0510612025
By
Miami-Dade Product Control
Series 5305 Double Hung/Bill of Material
hem No. Description I Part Numbers Supplier Material o
Frame Components Z! °r r
CD
1 Master Frame IV White 7780 Energi)Royal White PVC(2)
2 Sash Frame(Operating Sash) IV White 1282/7750 Energi I Royal White PVC(2) to
3 Sash Cover Head(Keeper Sash) IV White 1078/7725 En i I Royal White PVC ? HURRICANE a c�
4 Sash Stop Frame Cover IV White 1070/7736 Energi)Royal White PVC(2) a 3= 20 ¢a w Z L]
TILT LATCH J
5 Sloped Sill Cover IV White 1181 17738 Energi)Royal White PVC(2) H ti o =o m ro x
U LL ❑
6 Glazing Liftrail Handle(operating Sashes) IV White 1063/7747 Energi)Royal White PVC(2) STEEL - ZINC COATED w F- o Q rL F- r- a
7 Glazin Bead Stop O eratin Sashes IV White 1067/7745 Energi l Royal White PVC 2 0 Lu N �2 H N N
9 PI P g ) 9 y ( ) F
8 Interlock Cover ratio Sashes IV White 11110 17727 Energi I Royal White PVC 2 d Q p L ¢ o
9 Pocket Cover Head IV White 1073/7724 Ene i I Royal White PVC 2 6- H a O
Reinforcement 0.697" LLI >¢ w
10 Operating Sash Perimeters I Heavy Reinforcement777-71 ST-226-144-0.052 Hygrade Metals .06"Galy.(1) Ix
11 #6 x 518"Tek 1 Sash Reinforcement Fastener 117595 GLF Corporation 761 t t Y �
0-323" -j LU
Weatherstripping 0.345"
.210 x.300 Fin Seal Pocket Cover 11073177241 Frame Head W23303NW0000 Ultra-Fab 0.205„
.210 x.306 Fin Seal Pocket Cover f 1111111773,81 Frame Sill W23303NWOD00 Ultra-Fab
12A .210 x.300 Fin Seal Sash Frame 112821775D 1 Keeper Sash W23303NW000D Ultra-Fab o
.210 x.30D Fin Seal Sash Frame 112821775D I Lack Sash W23303NWOD00 Ultra-Fab o
I 4-377" 0709 -1 LL
.210 x.30D Fin Seal Sash Frame 112821775D 1 Lack Sash W23303NWOD00 Ultra-Fab - i 6 p
126 187 x.300 Fin Seal Interlock Cover 11180 17727 1 Keeps r Sash W23301 NW0000 Ultra-Fab 0.166' � r x b_ C7
1.187 x.300 Fin Seal Interlock Cover 11180 17727 1 Lock Sash W23301 NWODDO Ultra-Fab 0
12C .270 x.22D Fin Seal Sash Frame 1 Single Leg Screen Frame Wf12257W0000 Ultra-Fab 0.377" 0 V7 c r
LU
13 .200 x.340 H-Bulb Seal Sash Frame 1 282 1 7750 1 Lock Sash E20718WN2020 Ultra-Fab 1.906 2.260" W d y
Glazing 5 622" 1 Q
14 Wet Glaze(Operating Sash) 552 Sikaflex Black Sika US T LO 0
16 Operating Lock Sash E366 2.7mm 10.9A PVB Interlayer IG Hurricane Laminate Impact Cardinal 0 EB9" z = LO Z D_ vi
16 0peratin Kee perSaah E360 2.7mm 10.9.0 PVB Inteda er IG Hurricane Laminate Impact Cardinal m
17 Glass Setting Blocks Sash 2N6-0K-0.125-032-064 Frank Lowe ❑ =1 = Q J U z Z
f 0 0.803" 1.067" IL m 0 w
18 ENDUR IG with XL Edge SS Spacer SS-D TYPE) Cardinal Stainless Steel J
19 Face Mounted Keeper Steel Truth Hardware tl (D L- 0
Screen Components(not all components ID'ed in section views] 1-012" 0.709" U g ❑Q
20 Single Le Frame New White Shapes Unlimited Z D Q }W o
21 Double Leg Frame New White 06515NEW192 Shapes Unlimited (D 0 (> Z I`- v� 00
22 Tension S rin s 2584 Adopt Lu 0 i.-: <
23 Fiberglass Screen Cloth Charcoal)60"x 96' 3002606 Phifer 0.157 [Y J ❑N
544" v ��04
�z
c�LL
24 Screen Spline EX-FLx-p'165•BK Imperial Plastic USA . °
3��
25 Aluminum Corner Ke s CK252X260 Hygrade Metals u')- G 0 a
26 Screen Clip Clear H-084 Product Design 3� h
27 Screen Clip Clear H-3150 Product D es ig n 'n m o o
MISC.CDm onertts.Hardware and Hardware Fasteners(not all components ID'ed in sectionviews) a�
28 36 lb.3 Coil1984 Series IConstant Force Balance 803836 Amesbury)Truth W d U
a o rn w
29 Nat Used We nla Lu m
30 Hurricane Tic Latch 1057A-D03-EW Vision Industries U) a a M U.
31 Pivot Bars ITShaped Head 6987 Vision Industries W a
32 CAM Type Sweep Lock 322OSS-003-EW Truth Hardware a.
33 WeLp Hale Cover White H-808WHZ Product Design
34 Muntin Bar W58W Hygrade Metals 3 PIVOT BAR Robert J-Amoruso,P-E.
35 Muntin Bar End Pins D58P Hygrade Metals Florida P.E.No.49752
36 Interlock Corer(Operating Sash ►Lock Sash HH-66 V' METAL I Cement RH Products
37 Interlock Corer(operatin Sash)IKee er Sash HH-H Vinyl Cement RH Products ♦�t�s• ]pMES ,6 fee
Plas
39 Sta n less SteeI Sta Iles 318 x 1a Sash BEA 8 101 Smith Sta the .,p��¢��'�CE
40 30PP12-18P50.9116 X1 318 X 3 Foam Block W0511022 Undenme r @ No 49 52 r�
41 .75 White Balance Plu g 21300-DO077 Lamatek ^q r ar
42 Hurricane Grade Spring CS025 James Spring Wire 0.559' ` p�aAa
43 AccessoryParts Installation Translucent 02-NUC0150010C2 Nor ard Silicones STATE`
44 Safe Seal Look 3220SS-003-EW Vision Industries 0-352" 0.173" :0fi.Afi
45 Safe Seal Kee er 8292A-003-EW Vision Industries ��W �'� R ...
46 #5132"Tri-Rive1.0401275 GripI Sash Pivot Bars 112003 GLF Corporation ��06S 10NA!
47 #8.18 x 0.650 Flat Wafer Shoulder)Sash 1 Hurricane Latch 137341 GLF Corporation }
48 #8 x 1 114"Tek White 1 Locks 120376 GLF Corporation
49 #6 x 1"TekYVhite 1 Keepers 116821 GLF Corporation
�171 0-748"
50 #8 x 3/4"Tek 1 Pan Head Balance Shoes 120766 GLF Corporation
51 #5 x 318"Tek 1 Screen ClipsWhite 116506 GLF Corporation
52 #12 x 3"Flat)Installation Screws 401168 GLF Corporation 0.368„
Installation Fasteners
53 14120R#14WOOD SCREW n1aIn)a Steel
54 114"ADVANCEDT14READFORMTAPCON n1a ITW Step. -� 2.372' 1 122
e "
PRODUCT REVISED
55 #14 SHEET METAL OR SELF-DRILLING SCREW We nla $feel as complying with the Florida
Building Code
(11 Hygrade Me cifi tals Specation:A1511005 to 1010,CS Type A and 8,30 ksi to 50 ksi Yield Strength,G40 Gahran!zed NOA-No. 20-1103.08
(,I ENERGI FENESTRATION SOLUTIONS U5A,INC.,PER CURRENTMIAPA-DARE NOTICE OF ACCEPTANCE INUA). Expiration[late 05106/2025
By r3
Miami-Dade Product Control