HomeMy WebLinkAboutProduct Approval (3) In r [ ,3j +
MIAMI-DARE �' MIAMI—DADE COUNTY
LIN File ®/ PRODUCT CONTROL SECTION
6�?j( - 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION R EVI E D F4D#)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA � �p wsvay.miamidade.govAbuilding
Regency Plus,Inc.
2000 Locust Gap Highway ST. L C 1 E r
Mount Carmel,PA 1 8851 �Boc_�971y(
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
ABELING: 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.
NOA No.20-1103.07
M(AMhDADECOUNTY Expiration Date: May 06,2025
�Umail NOW A roval Date: Janua 21 2021
01/21/2021 pp *y '
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 1 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 51h
Edition (2014), dated 09/03/15 and updated to the FBC 61h 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).
CH. 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 6t6 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 711 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.
SERIES TECH 5205 VINYL OUTSWING CASEMENT WINDOW a
LARGE MISSILE IMPACT =m
W °o
NOTES: INSTALLATION ANCHORAGE DETAILS ~z = u a ao wo aW w
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). :3 w s a
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 g Y
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 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 THE ARCHITECT OR ENGINEER OF RECORD. g o o ^
J Y N LLo
o a
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201,TAS 202 AND TAB 203.SEE TEST REPORT NO.NCTL-110.22725.1,DATED 2/14120 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK.PA,SIGNED AND SEALED BY JOSEPH 30 a IY
A.REED,FLORIDA P.E.
Z 5. MATERIAL: ¢
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. q
5.2. REINFORCEMENT: ti=N 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 C0 g vi
5.2.2. CONTOURED-SHAPED RIGID VINYL.ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER = � io v Fi g
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA.INC.PER CURRENT MIAMI-DADE NO A. J Q EL U Z aj
6. GLAZING: O'0 W V)F . . 1.
U
6.1. GLAZING DETAIL AS TESTED: F-g 00
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W U U>- J n E
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 j g
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 N B
6.1.4. SPACER TYPEISIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D).
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD.
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 �Q
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. w t o 0
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6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w
w n�^u`
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w _.R m
to
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 1/411. o.p m
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 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO
MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONSAND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENTANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. Robert J.Amoroso,P.E.
Florida P.E.No.49752
0.
INTO
OD
1 10 1 FORS PAN HEAD WOODDSCREFRAMING
S IWS WITH SUFFICIENT LENGTH TOFACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. INMES�I+�%'
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+l-1"TOLERANCE. `p0r•�, 6'•••6J;
10.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. zi No 49�12 Le
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-p'TOLERANCE. _,t:\1L'11. FOR ANCHORING INTO METAL STRUCTURE USE 414 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM �'A 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. q0•�•.•,c P�•may.-?
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS ZiZSS/O.....
��4J/1111P\`
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 I8GA(0.0426"),Fy=33KSIIFu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 4 VERTICAL -METAL SUBSTRATES
13.4.1. STEEL SUBSTRATETO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. PRODUCT REVISED
5 HORIZONTAL SECTIONS-CONCRETE/MASONRY,WOOD&METAL SUBSTRATES e.1ia1.aleo "awa.Fl.rla.
NOA-No. 20-1103.07
6 COMPONENTS AND FRAME CONSTRUCTION r ptr.tl..O.I.051061202S
7 BILL OF MATERIALS er �:)
MI.r.I-D.4.Pr.4.0:Cmdml
36"MAX.
FRAME WIDTH °°
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SASH WIDTH SNUBBERS LOCATED 28" =081,
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( ) ( ) MAX 'r'1/P Florida P.E.No.49752
SON�pMES quo
3 4 SERIES TECH 5205 VINYL OUTSWING ;ow`
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CASEMENT WINDOW ' ' dg 52
R pp , iR
a EXTERIOR VIEW-ANCHORAGE �p�9TA:E
DLO WIDTH INSTALLATION
1 HEAD NOTES:AND SILL ANCHORAGE THE SAME. 'MAXO�''SS
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, —plylo9 with No Florlda
Bulldln9 coda
LARGE MISSILE 1. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.25"X 66.313"(34-1/4"X 66-5116") P.-mg.. 20-1103.07
C+5
.05.0/-55 IMPACT 2• DAYLIGHT OPENING(DLO)SIZE:29.38"X 61.313" (29-3/8"X 61-5/16") Eaplrt.tlon uata05106/202 5
3. NO WEEP HOLES EMPLOYED Ily ! =?
minalwaea vrodua cotltrol
PROPERLY SECURED 1X 'IN
- ITW TAPCON #12 OR #14 WOOD SCREW 42 PROPERLY SECURED 1X m m
WOOD BUCK BY OTHERSINSTALLATION ANCHOR WOOD BUCK BY OTHERS o
ALLATION ANCHOR ry ry m
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) m g
o m
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
OTHERS (SEE NOTE 3, SHEET 1) ` BY OTHERS N D a
SHEATHING (SEE NOTE 2, SHT. 1) $ FCONCRETE BY OTHERS v r m m
BY OTHERS
(SEE NOTE 2, SHT. 1) r'; v•' A 1 1/2" MIN. r�� w of N <a �p K
r_. v v v d EMBEDMENT EXTERIOR FINISH ` p F..- w$ g
#14 WS: 1 1/2" MIN. EMBEDMENT ¢ az fl
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BY OTHERS
1/4" MAX. #12 WS: 1 3/8" MIN. EMBEDMENT a a C w a
`~ SHIM SPACE
Do s< Dw
EXTERIOR FINISH 1/4" MAX. w w
BY OTHERS -
SHIM SPACE Y
PERIMETER CAULK
BY OTHERS 1 PERIMETER CAULK _
BY OTHERS17
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WINDOW EXTERIOR DETAIL 1, INTERIOR 5 U~w OU
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4 ANCHOR—TO—SUBSTRATE 13 4 cn v c m r
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7 MEASURED TO BOTH a$B LL 2 7 tn>
17 SIDES OF SUBSTRATE 17 19 25 a
❑ ❑a °
Robert J.Amorusa,P.E.
29 19 25 29 USED AS
USED AS 3 FRAME SILL Florida P.E.No.49752
PERIMETER CAULK 1 3 FRAME SILL 1 REINFORCEMENT �•ttINMES4+vo�
BY OTHERS 1/4" MAX. REINFORCEMENT 1/4" MAX. ;.o��Q1�(�eN3FggG�;�
SHIM SPACE SHIM SPACE
EXTERIOR FINISH -; :T.•, PERIMETER CAULK No 49 5" :0 Z
—� BY OTHERS
BY OTHERS
�9: 61ATE'O
CONCRETE BY OTHERS o 0 1 1/2- MIN.
(SEE NOTE 2, SHT. 1) EMBEDMENT ;ii' #14 WS: 1 1/2" MIN. EMBEDMENT '+� �FS•s• R,•
EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENT VA�Ea��
�` BY OTHERS u�itint
PROPERLY SECURED 1X a a i;
WOOD BUCK BY OTHERS I I 1 1/2" MIN.
(SEE NOTE 3, SHT. 1) I���TTT EDGE DIST. SHEATHING 2X WOOD
BY OTHERS BY OTHERS
WOOD BUCK PROTECTION INSTALLATION4" rrw PANCHOR #14 WS: 1" MIN. EDGE DIST. 7—(SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3,
SHEET 1) #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X
#12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS PRODVCT REVISED
INSTALLATION ANCHOR42 (SEE NOTE 2, SHT. 1) Batmi;1a,wltetheFladda
A VERTICAL SECTION HDA-Na 20-1103.07
CONCRETE SUBSTRATE VERTICAL SECTION ..wre aoa Rata0510612025
A WOOD SUBSTRATE By Z'
mlamwado Product contra,
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INSTALLATION NOTES: K it
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: N m
1.1. WOOD FRAMING, N
1.2. STEEL STUD FRAMING, o y
1.3. ALUMINUM FRAMING,AND c
#14 SHEET METAL 44 1.A. CONCRETE AND/OR MASONRY. d �
SCREW SELF-DRIWNG SCREW
/ METAL SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO LL o H U
INSTALLATION ANCHOR BY OTHERS PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE U
(SEE NOTE 2, SHT. 1) O
ARCHITECT OR ENGINEER OF RECORD.
w
EXTERIOR FINISH 'o
3. 1X BUCK OVE AA
R CONCRETE/MASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME 0 H Z z H ry
BY OTHERS " 3/4" MIN. 3 THREADS MIN. AND 1X BUCK INTO CONCRETEASONRY SUBSTRATE.WHEN USED.IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY a 1 O a
-'1� EDGE DIST. EMBEDMENT BEYOND TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS O.H- aW
j/
MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE O w a O
"i' TYP. INTERIOR WALL w
•�a. ( ) ARCHITECT OR ENGINEER OF RECORD. a
1/4" MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MATH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS. g Y g
SHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
S. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM
If EMBEDMENT INTO CONCRETE WITH 1 12'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
PERIMETER CAULK a REQUIRED.ANCHOR LOCATIONS HAVE 1-1"TOLERANCE. NR o
LL
BY OTHERS 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
1 6.1. 012 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/6' O LLI0 F g Ir MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN Q
ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS H -I-1"AVE - TOLERANCE. SO $
17 6.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" } >N
❑
MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF T ON CENTER.LOCATE ANCHORS AS SHOWN IN ¢ F-Ba
'
4 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE./-1"TOLERANCE.
10
2 D 7. F TOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRIL ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM 1n=Q LING SCREWS WITH SUFFICIENT LENGTH ? W< U H g
7 O <H- Z
13 ANCHOR-TUANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR J Q 0. w
EXTERIOR I 6 LOCATIONS HAVE-l-1`TOLERANCE. is.<W
5 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. Z H- O C) Iz
a ¢
14 SEE GLAZING 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. w O<;LU
, U O 4 E
b
EXTERIOR DETAIL 1 WINDOW ANCHOR-TO-SUBSTRATE �o�to
sz
14 SHEET 4 INTERIOR 3 HEIGHT EDGE DISTANCES ARE N N Q 'e LL 9
TYPICAL AND
13
MEASURED TO BOTH 7/8" O.A. LAMINATED GLASS CONSISTING w
5 - 1 m$o
SIDES OF SUBS OF: EXTERIOR LAMINATED GLASS - (2) N of tj
15 NOMINAL 1/8" ANNEALED GLASS W/ LU 4 0.090" KURARAY AMERICA INC. TROSIFOL - a o d w
INTERLAYER, 7/16" AIRSPACE W/ y a m
6 STAINLESS STEEL SPACER (TYPE SS-D),
2 7 INTERIOR 1/8" TEMPERED GLASS a
17 Roben J.Amoruso,P.E.
c O 13 Florida P.E.No.49752
2 \ 11111N1/1///
29 19 25 EXTERIOR \INTERIOR ``����`IPMES��
1 3 USED AS / `0�4�;•��GEFiSF•.9G�'��
FRAME SILL �@ No 49 52 •0:
PERIMETER CAULK 13
BY OTHERS REINFORCEMENT 3 r \ e++
GLASS ^9i4STATEr�7yw�
.<..R1C
"! 3/4" MIN. 1/4" MAX.
4G EDGE DIST. SHIM SPACE 13 �❑ 15
(TYP.)
EXTERIOR FINISH 3 THREADS MIN.
BY OTHERS EMBEDMENT BEYOND-
INTERIOR WALL
#14 SHEET METAL METAL SUBSTRATE
SCREW/SELF-DRIWNG SCREW BY OTHERS GLAZING DETAIL 1 PRODUCT REVISED
INSTALLATION ANCHOR 44 (SEE NOTE 2, SHT. 1) 9ulimogltAa Rh the Florid.
A 3.07
VERTICAL SECTION NQA I+a 2on1 6/20
METAL SUBSTRATE lRpimBon Dana 0 510 120 25
BY
MIomFDodeJProduel Co1Rto1
6
1/4" MAX.
USED AS
2X WOOD FRAME JAMB N ry of
FRAME BY OTHERS SHIM SPACE REINFORCEME 1/4" MAX. SHIM SPACE a N
(SEE NOTE 2, SHT. 1) SHIM AS REQUIRED 1 1" MIN. EMBEDMENT - CONCRETE o 0
o'
3 1 31 INTERIOR 1" MIN. EMBEDMENT - MASONRY a,
#14 WS: 1 1/2" MIN. EMBEDMENT 19 7 6 4 5 13 6 7 10 1 d m a
#12 WS: 1 3/8" MIN. EMBEDMENT 3 13 5 a3 1/4" ITW TAPCON INSTALLATION ANCHOR
4 s �a co
W
Q � V 1 1/2"" MIN. EDGE DISTANCE - CONC. ° a wo d K
#12 OR #14 WOOD SCREW 42 A 2" MIN. EDGE DISTANCE - MASONRY o sa w
INSTALLATION ANCHOR Q w w
❑ Q...Q
Y
n �—CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. V BY OTHERS m
w
#12 WS: 7/8" MIN. EDGE DIST. 00
oc V Q 1
(SEE NOTE 2, SHT. ) m
SE GLAZING .Q PROPERLY SECURED 1X �m o
DETAIL 1, WOOD BUCK BY OTHERS ��
PROPERLY SECURED 1X J..;:s SHEET 4 <.� 'a o`)
WOOD BUCK BY OTHERS tii4}g7;`..1 ";'.; 14 13 2 far. (SEE NOTE 3, ST. 1) ❑�
17 ±'i-i: V z�
(SEE NOTE 2, ST. 1) WOOD BUCK PROTECTION BY �w
SHEATHING 17 2 13 14 EXTERIOR -•' r• '� '� OTHERS (SEE NOTE 3, SHEET 1) z-6
BY OTHERS ti= wo
EXTERIOR FINISH = wa m
EXTERIOR FINISHJ VPERIMETER CAULK PERIMETER CAULK BY OTHERS vi=¢U) z
BY OTHERS BY OTHERS BY OTHERS a¢a..u>:
TF�0z a rc
HORIZONTAL SECTION z m}1
B za
HORIZONTAL SECTION w o o 4 E
WOOD FRAME SUBSTRATE ANCHOR-TO-SUBSTRATE C C7 U w U ,
EDGE DISTANCES ARE CONCRETE/MASONRY w 0..S
5; E
TYPICAL AND SUBSTRATE o o C
MEASURED TO BOTH R
1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE Wp 1�li
INTERIOR AS REQUIRED Ir c "
3 13 5 4 6 7 10 1 -w a�dU
#14 SHEET METAL w� oC�m
44 SCREW/SELF-DRILLING SCREW no e$ LL
INSTALLATION ANCHOR 11 x
Robert J.Amoroso,P.E.
3/4" MIN. Florida P.E.No.49752
EDGE DIST. (TYP.) j.EIII(-,
o y�
3 THREADS MIN.
EMBEDMENT BEYOND INTERIOR WALL
SEE GLAZING oo �9� L QI'• :�=
DETAIL 1, 9p:• STA7E'O :��
SHEET 4 (SEE LNOTES2. S TB')OTHERS
17
14 13 2 EXTERIOR FINISH
PERIMETER CAULK BY OTHERS
BY OTHERS PRODUCT REVISED
as,,n9ll ewlUl1Ne Florida
BolldlN... 20-1103.07
HORIZONTAL SECTION F,piratloe ono 0 510 6/2 0 2 5
D) 5
METAL SUBSTRATE ey
Mlam a e a afro 'i
N FRAME
SASH
ENT
O 0.085" TYP. WALL THICKNESS O 0.0 0" TYPE WALL THICKNESS O 0.070'GLAZING
D O 0 045" TYPME 17 0 05' TYP.F WALL MTHICKNESS
WALL THICKNESS WALL THICKNESS GALVANIZED o N N o
3.250 2.459 m
g �
0.552 N U
m of �U
0.779' 0 0.720 0.750 1.383 ❑ 0.935 p m J 0 m
70 . <a i—
w`✓ �W w^ �
o �_
n �, az w
2.527 0.628 L�O(ro1J 2.424 1.031 0.730Lj
a j o S< a w
1.413 0.777 - 0.354 w
1.498 g J Y
1.412 0.31 1
0.510
J V h LL
Z o°z a O
00 D
❑0w g
ZS 8
F-r
WZ
O W o m n
�aa0t" � z
�T
0-< UQ
WELDED MITERED CD o<z° NV �E
CORNER CONSTRUCTION �o�ozz
Z
N �Z ��v Yz
fi
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wo ` m
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a.
Robert J.Amoroso,P.E.
Fiord,P.E.No.49752
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Ps
2:• No 69 52 •:�:
Vow. 57ATE
DETAIL 1 0
MASTER FRAME
CONSTRUCTION PRODUCT REVISED
PI in e MtM1 Iho Florida
e NOA-N Codoa�wo. 20.1 1 03.07
(SASH FRAME SIMILAR) BPIrn�J Onto 0 510 612 0 2 5
Mtam a e ro— o
6
Series Tech 5205 Impact Casement/Bill of Material of it
Item No. Description IPartNumbers ISupplier Material c
Frame Components o
1 Master Frame IV White 108317783 Energi/Ro al White PVC 2
2 ISash Frame Operating Sash IV White 1084/7734 Energi/Royal White PVC 2 x LL o
3 lGlazing Bead Stop(Operating Sash IV White 1080/7753 Energi/Royal White PVC(2) g T
Screen Components o m a m
4 Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum a o 0 0 o S
5 Fiberglass Screen Cloth Charcoal/36"x 600' 3000020 Phifer Fiberglass o " o a
6 Screen Spline H/W EX•FLX-Q165-BK Imperial Plastic USA w
7 Aluminum Comer Keys CK252X260 Hygrade Metals Aluminum Y
10 Screen Clip Clear 8794352 Ashland Hardware
11 3OPP12-18P50-9/16 X1 318 X 3 Foam Block W0511022 ILindenmeyr
12 jAccessory Parts Installation Translucent 02-MX0150010C2 INovaflard Silicones Io o ^
Glazing J =6 o
j 13 Wet Glaze(Operating Sash 552 Sikaflex Black jSika US o
14 Operating Sash E366 2.7mm/0.90 PVB Interla er IG Hurricane Laminate Impact]Cardinal Kuraray America,Inc.Trosifol PVB K o
15 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 I Frank Lowe Neoprene wr70 to 90 Shore A Durometer ¢ 3
16 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) lCardinal Stainless Steel .3.. w
Reinforcement,Hardware and Hardware Fasteners not all components ID'ed in section views) ? w a m co
U
17 Sash Frame Reinforcement Operating Sash ST-888-168-0.062 Hygrade Metals .050"Galy. 1 (6a a Uw Z
18 Sash Lifter 22648 Amesbury/Truth a j U)
j 19 Encore Awning Operator 51.11.00.211 Amesbury/Truth c}i ai "
20 HGE CSM UL Assembly Egress 14.12.00.230 Amesbury/Truth w z of J«E
I 21 Encore Keeper LH 32627.93 Amesbury/Truth 00
N m $
i 22 Encore LH Stud Bracket 14690.93 Amesbury[Truth o dz
23 Encore Tie Bar Guide 33705 Amesbury[Truth x 8
24 Encore Multi-Point Lock/Short/Gasket 24.30.32.004 Amesbu /Truth Io� `-
25 Encore Folding Handle 12616.32 Amesbury rrruth
i 26 Encore Operator White Gasket 32658 Amesbury/truth W `F w
27 Encore Support Plate 23822 Amesbury/Truth N a 1 F.E
to
28 Operator Spacer 21544 Amesbury/Truth a
29 Track Operator 14.5 Impact 32384.93 Amesbury/Truth
Robed J.Amoruse.P.E.
30 MP Tie Bar Guide 14590.92.00.110 Amesbury!Truth Flodda P.E.No.49752
31 Snubber Interlock 22999.92 Amesbury/Truth ,`tttt.r.rrr,q„��
32 #10-24 x 11/16"Self Tapping Machine/Lock Handle 19128.92 Amesbury!Truth FQti• cEENs 4�9�%�
33 #8 x 518"Tek!Snubber 120934 GLF Corporation :om: s-%% .
CS No C9 52 tOi
34 #8 x 518"Tek!Stud Bracket 120934 GLF Corporation
35 #8 x 518"Tek/Sash Hinge 120934 GLF Corporation ev} 1aa'
asi: ernTE$ +-
36 #6 x 5/8"Tek/Sash Rebar H 117595 GLF Corporation off.: 4:-�4�Z
! 37 #6 x 518"Tek I Sash Rebar 117595 GLF Cor oration FS'.........%
38 #8 x 1"Tek/Flat Head SS Tiebar Guide 119977 GLF Corporation �'�SioNA:.1,
39 #8 x 1/2"Pan Head/Keeper Screws 120145 GLF Corporation
40 #10 x 1"FLT Sharp Point/O erator Screws 127318 GLF Corporation
41 #5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation
Installation Fasteners
42 1#12 OR#14 WOOD SCREW n/a n/a Steel
43 1/4"ADVANCED THREADFORM TAPCON n/a I ITW Steel PRODUCT REVISED
Klidolm2plWng With the Florida
44 #14 SHEET METAL OR SELF-DRILLING SCREW n/a n/a Steel NRM1No 20.1103.07
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,640 Galvanized c.pir.tie„Rate o510 612 0 2 5
1(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). ey =_
Ml.m ..