HomeMy WebLinkAboutAPPROVED 5205 Casement MIAMI•D1ptDE MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/buildin¢
Regency Plus,Inc.
2000 Locust Gap Highway
Mount Carmel,PA 17851
SCOPE:
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.
DESCRIPTION: Series 5205 Outswing White PVC Casement Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series Tech 5205 Vinyl OS Casement
Window-L.M.I.", sheets 1 through 7 of 7, dated 10/14/08,with revision M 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 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. 20-0506.03 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.
M1AMI,DAdE COUNTY NOA No.20-1103.07
Expiration Date: May 06,2025
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. 08-1118.10)
2. Drawing No. RPLS0061, titled"Series Tech 5205 Vinyl OS Casement Window—
LMI", sheets I through 7 of 7, dated 10/14/08, with revision L dated 04/28/20,
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 a white PVC casement
window,prepared by National Certified Testing Laboratories, Test Report No.
NTCL-110-11618-1, dated 10/02/08, signed and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 08-1118.10)
along with marked-up drawings and installation diagram of series 5205 outswing vinyl
casement window,prepared by National Certified Testing Laboratories, Test Report
No. NCTL-110-22725-1, dated 02/14/20, with revision 01 dated 04/07/20, all signed
and sealed by Joseph A. Reed, P.E.
(Submitted under NOA No. 20-0506.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 09/03/15 and updated to the FBC 6th Edition (2017)with
revision 1 dated 04/29/20,prepared by PTC Product Design Group, LLC, signed and
sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 20-0506.03)
2. Glazing complies with ASTM E1300-04
CI. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
CII. 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.20-1103.07
Expiration Date: May 06,2025
Approval Date: January 21,2021
E-1
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
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 61h 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
1. Notice of Acceptance No. 18-0122.14, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window—L.M.I., approved on 03/08/18 and
expiring on 05/06/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0061, titled"Series Tech 5205 Vinyl OS Casement Window—
LMI", sheets 1 through 7 of 7, dated 10/14/08, with revision M dated 10/20/20„ prepared
by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
B. TESTS
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 71h 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. 20-0506.03, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window—L.M.I., approved on 03/08/18 and
expiring on 05/06/25. .
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.07
Expiration Date: May 06,2025
Approval Date: January 21,2021
E-2
REGENCY PLUS, INC. o o 0
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SERIES TECH 5205 VINYL OUTSWING CASEMENT WINDOW N
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Z) 6 >a D w
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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. 2 J Y
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X 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
00 MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. o 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-110-22725-1, DATED 2/14/20 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK, PA,SIGNED AND SEALED BY JOSEPH O � Z
A. REED, FLORIDA P.E.
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5. MATERIAL: Z a
5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA. Q
5.2. REINFORCEMENT: w
5.2.1. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.050"THICK, Fy=30-50 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER Z (D c) 2 m U)
5.2.2. CONTOURED-SHAPED RIGID VINYL, ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER _ � W m U
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA. d a Q''/^ >Z> w z
V) > J
a (D J U)~ � W
6. GLAZING: i— W 00
6.1. GLAZING DETAIL AS TESTED: U u) J Z
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W U Q Z o
6.1.2. GLASS THICKNESS: (1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. (!) O U > J .0 M
6.1.3. LAMINATED LITE: (2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. 0' o p co o c'v
6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). o N o i Y o
CD 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. _ cD-°-Z
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 U M 3 2
W I o 0.,
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. o o
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. U) I
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7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w U 0-m
(� 0MU_
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". w o
n
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"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.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Robert J.Amoruso,P.E.
Florida P.E.No.49752
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: `-04"ItO69i ff"�*��
10.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"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+/- 1"TOLERANCE. �.`�4;=�,►GENs '-:��'
10.2. #14 PAN 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. No 49 52
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE.
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM p; STATE�� .��
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 0O,k;•.•,r p : 40,
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS 4����QNAi ��►�
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET DESCRIPTION
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 1 NOTES
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 2 ELEVATION &ANCHOR LOCATION
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY> 117 PCF 3 VERTICAL SECTIONS- CONCRETE &WOOD SUBSTRATES
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"), Fy=33KS1/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM.
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 4 VERTICAL SECTIONS- METAL SUBSTRATES PRODUCT REVISED
as mlyin
5 HORIZONTAL SECTIONS -CONCRETE/MASONRY, WOOD & METAL SUBSTRATES Bu dinngCodewith the Florida
NOA-No. 20-1103.07
6 COMPONENTS AND FRAME CONSTRUCTION Expiration Date05/06/2025
7 BILL OF MATERIALS By
Miami-Dade Product Control
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9" FROM JAMB (TYP.) FROM JAMB (TYP.) FlordaJ
MAX. TYP. P.E.No.49 52
INMES ri,i
3 4 SERIES TECH 5205 VINYL OUTSWING �Q: a as S2
CASEMENT WINDOW =
EXTERIOR VIEW - ANCHORAGE
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29 3 MAX. � STATE`$DLO WIDTH INSTALLATION NOTES: �i `.........
..... ��•►
1. HEAD AND SILL ANCHORAGE THE SAME. +��r+illl;�;�►�
SERIES TECH 5205 VINYL 2. JAMB ANCHORAGE SAME.
OUTSWING CASEMENT WINDOW 3. +/- 1"TOLERANCE ON ANCHOR LOCATION.
3.1. TAPCON MINIMUM SPACING IS 4" OC.
EXTERIOR VIEW 3.2. WOOD AND TAPPING SCREW MINIMUM
SPACING IS 2" OC.
DESIGN PRESSURE RATING (PSF) IMPACT RATING �+ PRODUCT REVISED
NOTES: as complying with the Florida
Buildng1. MAXIMUM ACTIVE PANEL (SASH) SIZE: 34.25" X 66.313" (34-1/4" X 66-5/16") NOA'No.Cod 20-1103.07
+55.0/-55.0 LARGE MISSILE IMPACT 2 DAYLIGHT OPENING (DLO) SIZE: 29.38" X 61.313" (29-3/8" X 61-5/16") Expiration Date05/06/2025
3. NO WEEP HOLES EMPLOYED By -.
Miami-Dade Product Control
PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 42 PROPERLY SECURED 1X
WOOD BUCK BY OTHERS 43 INSTALLATION ANCHOR WOOD BUCK BY OTHERS o 0
INSTALLATION ANCHOR N N ao w
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) o 00
1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. o 4
WOOD BUCK PROTECTION BY EDGE DIST. 2X WOOD o
OTHERS (SEE NOTE 3, SHEET 1) v #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS o a
v vv v v SEE NOTE 2, SHT. 1 � CO,� o LL = U
SHEATHING ( )
CONCRETE BY OTHERS v BY OTHERS p o z 0 O m o
(SEE NOTE 2, SHT. 1) v v v v 1 1/2" MIN. LU � o a w
v v v v EMBEDMENT O w v w o
EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT of Q z z< Q W
1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT a a � w o a
SHIM SPACE + o >a w
EXTERIOR FINISH 1/4" MAX. w LU
BY OTHERS SHIM SPACE Y
PERIMETER CAULK
BY OTHERS 1 PERIMETER CAULK
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17 SIDES OF SUBSTRATE 17 1 19 25
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3 FRAME SILL Florida P.E.No.49752
1 USED AS 1 't,1t111111nJIi
3 REINFORCEMENT
PERIMETER CAULK FRAME SILL `�+++�t �pMES q44*,�
BY OTHERS 1/4" MAX. REINFORCEMENT 1/4" MAX. ���k4;•4��1<Hsfi�* 50,
SHIM SPACE rSHIM SPACE ���:' a 4V521
PERIMETER CAULK
EXTERIOR FINISH BY OTHERSBY OTHERSCONCRETE BY OTHERS a o a 1 1/2" MIN. AftaP�
a a 'a a �i O R!.••' b.�
SEE NOTE 2, SHT. 1 EMBEDMENT #14 WS: 1 1/2" MIN. EMBEDMENT S '' +
( ) o EXTERIOR FINISH 12 WS: 1 3 8" MIN. EMBEDMENT �"�i,S�ONAL���,.►++
a o o # / +011911i11
PROPERLY SECURED 1X 'a ' o BY OTHERS
WOOD BUCK BY OTHERS 1 1/2" MIN.
(SEE NOTE 3, SHT. 1) EDGE DIST. SHEATHING 2X WOOD
BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON 43 (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST.
SHEET 1) #12 WS: 7/8" MIN. EDGE DIST. PROPERLY
CDEB CKEBYROTDHERS
#12 OR #14 WOOD SCREW PRODUCT REVISED
INSTALLATION ANCHOR 42 (SEE NOTE 2, SHT. 1) as Building
the Florida
A )—�NWRAL SECTION NOA-No. 20-1103.07
SUBSTRATE )—�WWOUBSIW�E
L SN Expiration Date05/0612025
A By
Miami-Dade Product Control
Q
INSTALLATION NOTES: m
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: N °r LU
1.1. WOOD FRAMING, 04 N ap o
1.2. STEEL STUD FRAMING, o
1.3. ALUMINUM FRAMING,AND 00
#14 SHEET METAL 44 1.4. CONCRETE AND/OR MASONRY. p U O
SCREW/SELF-DRILLING SCREW METAL SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO It � m p E � U
INSTALLATION ANCHOR BY OTHERS PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE I.— o U O ( m z
(SEE NOTE 2, SHT. 1) ARCHITECT OR ENGINEER OF RECORD. w O� o ¢a O� � Im
EXTERIOR FINISH 0 w `' 3:W2 LU o E
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME I— LUH N a cooBY OTHERS 3/4" MIN. 3 THREADS MIN. AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY a Q O o LL 0 0
EDGE DIST. EMBEDMENT BEYOND TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS 0- �_ LU Z dLU
MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE D >a
(TYP.) INTERIOR WALL uJ LU
ARCHITECT OR ENGINEER OF RECORD.
1/4 MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS. Jof
SHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE1/4".
5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM
EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE _
DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS 00 o o
PERIMETER CAULK REQUIRED.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. J v C, LL
BY OTHERS o Z a O
6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: U) � Q �t
1 6.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8" O FLLI
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MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN 0 ui ¢ w
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4 MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN Q I—m
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1 7 Robert J.Amoruso,P.E.
0 0 13 Florida P.E.No.49752
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#14 SHEET METAL METAL SUBSTRATE
SCREW/SELF-DRILLING SCREW GLAZING DETAIL 1
BY OTHERS PRODUCT REVISED
INSTALLATION ANCHOR 44 (SEE NOTE 2, SHT. 1) Bu complying the Florida
NOA-No. 20-1103.07
A VERTICAL SECTION Expiration Date05/06/2025
METAL SUBSTRATE
By
Miami-Dade Product Control
USED AS
2X WOOD 1/4" MAX. FRAME JAMB N ao w
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as complying with the Florida
Building Code
NOA-No. 20-1103.07
D HORIZONTAL SECTION Expiration Date05/06/2025
METAL SUBSTRATE By _.
Miami-Dade Product Control
OMAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME SASH REINFORCEMENT
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Building Code
NOA-No. 20-1103.07
(SASH FRAME SIMILAR) Expiration Date 05/06/2025
By
Miami-Dade Product Control
m
Series Tech 5205 Impact Casement / Bill of Material
CD Item No. Description Part Numbers Supplier Material w
CD co
Frame Components o o
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1 Master Frame IV White 1083/7783 Energi/Royal White PVC (2) o w
CD 2 Sash Frame (Operating Sash) IV White 1084/7734 Energi/Royal White PVC (2) � _ � o
LL
3 Glazing Bead Stop (Operating Sash) IV White 1080/7753 Energi/Royal White PVC (2) o o z° o m o
Uj F- O Q W
Screen Components w N w
4 Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum 0 0 Z UJ LL o 0 0
5 Fiberglass Screen Cloth Charcoal/36" x 600' 3000020 Phifer Fiberglass o >Z � o
6 Screen Spline (H /W) EX-FLX-Q165-BK Imperial Plastic USA w
7 Aluminum Corner Keys CK252X260 Hygrade Metals Aluminum J Y
10 Screen Clip Clear 8794352 Ashland Hardware
11 30PP12-18P50-9/16 X1 3/8 X 3 Foam Block W0511022 Lindenmeyr
12 Accessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones o 0
Glazing J o J o
Z 0-
13 laz ikaflex-Black 0 Z
14 Operating Sash E366 2.7mm/0.90 PVB Interlayer IG Hurricane Laminate Impact Cardinal Kuraray America, Inc.Trosifol PVB o Q < w
15 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer Q co
16 ENDUR IG with XL Edge SS Spacer( SS-D TYPE) -- Cardinal Stainless Steel — z
LO w
Reinforcement, Hardware and Hardware Fasteners (not all components ID'ed in section views) K (D " w Q m
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17 Sash Frame Reinforcement(Operating Sash) ST-888-168-0.062 Hygrade Metals .050" Galy. (1) < Q w Z J z
18 Sash Lifter 22648 Amesbury/Truth a (D -j Cn Q w
19 Encore Awning Operator 51.11.00.211 Amesbury/Truth 0 U o�
20 HGE CSM UL Assembly Egress 14.12.00.230 Amesbury/Truth w < z N
21 Encore Keeper LH 32627.93 Amesbury/Truth w >Jj
N
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22 Encore LH Stud Bracket 14690.93 Amesbury/Truth CD o °o
o LO (9 a z
23 Encore Tie Bar Guide 33705 Amesbury/Truth N = m o o
24 Encore Multi-Point Lock/Short/Gasket 24.30.32.004 Amesbury/Truth 1 , 0
25 Encore Folding Handle 12616.32 Amesbury/Truth cn =_j co
w 2
26 Encore Operator White Gasket 32658 Amesbury/Truth w a-o a)
27 Encore Support Plate 23822 Amesbury/Truth a m M LL
28 Operator Spacer 21544 Amesbury/Truth °
29 Track Operator 14.5 Impact 32384.93 Amesbury/Truth
30 MP Tie Bar Guide 14590.92.00.110 Amesbury/Truth Roberta. o,P.E.
Florida P..E.E.N No.o.49752
31 Snubber Interlock 22999.92 Amesbury/Truth 0w,rtru,,,,,,,�,,
32 # 10-24 x 11/16" Self Tapping Machine/Lock Handle 19128.92 Amesbury/Truth ,*%ON INMES.A-4o
33 #8 x 5/8" Tek/Snubber 120934 GLF Corporation :vo�r�..�,,ce rvs�.:�P��'.,
34 #8 x 5/8" Tek/Stud Bracket 120934 GLF Corporation �; No as 52 .o t
35 #8 x 5/8" Tek/Sash Hinge 120934 GLF Corporation s-ai o Za^r�?�i
36 #6 x 5/8" Tek/Sash Rebar(H) 117595 GLF Corporation p STATE
37 #6 x 5/8" Tek/Sash Rebar(W) 117595 GLF Corporation %F���o ! •''ca`�.�'
38 #8 x 1" Tek/Flat Head SS Tiebar Guide 119977 GLF Corporation
39 #8 x 1/2" Pan Head /Keeper Screws 120145 GLF Corporation
40 #10 x 1" FLT Sharp Point/Operator Screws 127318 GLF Corporation
41 #5 x 3/8" Tek/Screen Clips White 116506 GLF Corporation
Installation Fasteners
42 #12 OR#14 WOOD SCREW n/a n/a Steel
43 1/4" ADVANCED THREADFORM TAPCON n/a ITW Steel PRODUCT REVISED
as complying with the Florida
44 #14 SHEET METAL OR SELF-DRILLING SCREW n/a n/a Steel Building Code
NOA-No. 20-1103.07
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized Expiration Date 05/06/2025
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). By
Miami-Dade Product Control