HomeMy WebLinkAboutNotice of Acceptance (3) -7
M,AMl•DADE IIIA�11—DADE COUNTY
COID�6� /kODUC1'CONTROL SECTIO\
_to11805 SW 26 Street,Room 208
DEPARTIMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADiLINISTRATION DIVISION �r ,� 315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NO_A _ Mmm �ew.miamidade.aov/buildina
Regency Plus,Inc.
2000 Locust Gap Ilighway • UC ���
Mount Carmel,PA 17851 1 `.1 'v, i g
SCOPE: T(jll 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 jallowed 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.1.",sheets I through 7 of 7,dated 10/14/08,with revision M dated 10/20/20, prepared by PTC
m Product Design Group. LLC, signed and sealed by Robert J. Aoruso, 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 NIOA 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.
I
MIAMI•DADECOUNTY NOA No.20-1103.07
e C, �'"gi:. Expiration Date: May 06,2025
01/21/2021 Appro�al Date: January 21,2021
Page 1
Re2enev Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
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 2011-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test, per FBC 241 1.3.2.1, and JTAS 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 se4s 5205 outswing vinyl
casement window, prepared by National Certified Testing Laboratories, Test Report
No. NCTL-I10-22725-1, dated 02/14/20,with revision 01 dated 04/07/20, all signed
and sealed by Joseph A. Reed, P.E.
(Submitted raider NOA No. 20-0506.03)
C. CALCULATIONS
L Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 09/03/15 and updated to the FBC 611 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 ruder NOA No. 20-0506.03)
2. Glazing complies with ASTM E1300-04 j
I
CI. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resourc s (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
1 NOA No.20-1103.07
Expiration Date: May 06,2025
Approval Date: January 21,2021
E-1
a
I
I
d
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
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 I 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.
I
F. STATEMENTS
1. Statement letter of conformance, complying with FBC Th Editlion (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.L. app oved 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
i
Q 4 Q m
REGENCY PLUS INC.
o
SERIES TECH 5205 VINYL OUTSWING CASEMENT WINDOWm
GE MISSILE IMPACT �LL °- ~Q
O � LL
W �o ¢`� �r=
O u1 c >�' u1 o u
NOTES: INSTALLATION ANCHORAGE DETAILS a o 0 'S. o!a
a r_• w o a W
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 0 w rt Q
2, 2X WOOD FRAMING,IX 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 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 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
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. N u
o g a 0
4. E PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-22725.1,DATED 2114/20 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA.SIGNED AND SEALED BY JOSEPH Z,
<
ZREED,FLORIDA P.E.
Z 5. MATERIAL: �
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. 4 1--
5.2. REINFORCEMENT: :5: '� 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(DrCO.2 m ui
5.2.2. CONTOURED SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER N= W > z
O ''
co
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA.INC.PER CURRENT MIAMI-DADE NOA. J a U z
6. GLAZING: a(D J c~
Y 1-.2 00 n a
6.1, GLAZING DETAIL AS TESTED: 00),�Z
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W U U Z 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. `U 0 j �.8
6.?.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYEP.BY KURARA Y AMERICA,INC. Jo~
6.1.4. SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-O). o
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. 3: 13 v�
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 DUROMETEP..GASKET U �'
a.
MATERIALS SHALL BE EDAM WITH A MINIMUM 60 SHORE A DUROMETEP.WHERE APPLICABLE. A
6.3. AS TESTED GLAZING MEET$AS I'M El300-093 FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. 1 W
V)
6. 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 1/4".
F
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 114"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 .
P.E
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 ganerl J.F Am or orusa.ae7.E
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING; - —-`���`1pMES�q rrrir�--
10.1. LOCATE ANC12 PAN HORS AS SHOWN IN A WOOD SCREWS(WS)WITH ND INSTALLATION DETAILS,CIENT LENGTH TO ANCHOR LOCATIONSHAVED E 1.11"TOLERANCE.TO ATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR.-TO-ANCHOR SPACING OF 2"ON CENTER. ��r�Q •O•�ENSF
10.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. +off No�:e9 52 `ro%
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-1-1"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
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR,SPACING OF 2"ON CENTER..LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-1-1"TOLERANCE. +�,p
--12.—A1.1 FASTENEPS 70 BE'-CORROSION RESISTANT-OR HAVE-A•COP.ROSION RESfSTANT-COATING- --- _ TABLE OF CONTENTS`_ _ _�___ _ _�6T`4ryrS�ONA�t�;•`..C:�_
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=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM, q VERTICAL SECTIONS-METAL SUBSTRATES
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. PRODUCT REVISED
5 HORIZONTAL SECTIONS-CONCRETE/MASONRY,WOOD&METAL SUBSTRATES a.1ial_y°°t"ox,with the Florida
NOA-N.. 20-1103.07
6 COMPONENTS AND FRAME CONSTRUCTION explrotlo,Date 0 510 6/20 2 5
7 BILL OF MATERIALS
Miam(-0ada Produc!Control
a ¢
36"MAX. N
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FRAME WIDTH o o W_
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_
-----/-3�4--�/—MAX.
X-.
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SNUBBERS LOCATED p, hIIIIjI
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Na mmSASH WIDTH 4'AND 17'FROM EACH AX.TY 8
END AND MID-SPAN OF 4" —oJ°W
o
�maNrZ
n
A Z �THE HINGE STILE WITH MAX.TYP
A CORRESPONDING od HINGES ON THE HINGE j
-_ ..._...... —___........._...._ — JAMB
68" 66156" 61
MAX. AX. °
MAX
FRAME ENTo D'
5 HEIGHT® O
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HEIGHT EIGHT I I $ I I z m u
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—__...__.— __�—__—]_—�__ _
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LOCK CENTERLINE LOCATED _ OPERATOR LOCATED 11" 4" F
aoto�t�.n�na�"so,a.e.
9"FROM JAMB(TYP,j FROM JAMB(TYP.) MAX.TYP. Fl.dda P.E.N..n9752
++tuiugryrr
A A +.••� axles gyrr%
E q SERIES TECH 5205 VINYL OUTSWING om`Q�``E"
'"�.
CASEMENTWINDOW
EXTERIOR VIEW-ANCHORAGE
3„ •y9O;STATE90 ;'r4.
— 29 a MAX.
INSTALLATION NOTES:
—1—HEAD`AND-SILL ANCHORAGE'THE`SAME— — - ngnittpp+ —
_SERIESTECH_520_5_VINYL 2. JAMB ANCHORAGE SAME,
3. +/-1"TOLERANCE ON ANCHOR LOCATION.
OUTSWING CASEMENT WINDOW
-- 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: omplylnp with the Florida
as h,ggc—pcoed
LARGE MISSILE 1. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.25"X 66.313"(34-1/4"X 66-5/16") No".. 20-1103.07
+55.0/-55.0 IMPACT 2• DAYLIGHT OPENING(DLO)SIZE:29.38"X 61.313" (29-3/8"X 61-5/16") E.plrntlon 9111-ml0-12025
3. NO WEEP HOLES EMPLOYED gy Z__
---`---- - —"-'- -- ---'-' Mlam Undo Pro not Control
PROPERLY SECURED 1X 12 OR 14 WOOD SCREW m- OR
BUCK BY OTHERS 4n3 1/4" ITW ON ANC # INSTALLATION ANCHOR 42 PROPERLY SECURED 1X N
SEE NOTE 3, SHT. 1 INSTALLATION ANCHOR WOOD BUCK BY OTHERS
v
( )-` % (SEE NOTE 2, SHT. 1) o N N
MIPJ. #14 WS: 1" MIN. EDGE DIST. m
WOOD BUCK PROTECTION BY `�\ EDGE DIST. 1)12 WS: 7/8" MIN. EDGE DIST. __2X WOOD o e
OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS d
..,.�. v U
SH A HING (SEE M1IOTE 2, SHT. 1) k m _ a m
CONCRETE BY OTHERS \ o - -- __.._._. _.1... � �&BY OTHERS o o a
{SEE NOTE 2, SHT. 1) > 1/2" MIN. - ---- w o a n ti F
-,...
T m^ EMBEDMENT _ --� o w §q w o q
EXTERIOR FINISH t' #'4 W" 1 1 2' Mill EMBEDMENT
..,.,r,,.c .�•` {
Y OTHERS/4 MAX. - - -- -- ---f 1-2---W-S---7 3/3"�-MIN. EMBEDMENT d
SHIM SPACE
4 1
EXTERIOR FINISH " MAX.
/ k
BY OTHERS HIM >PACE z
J Y
PERIMETER CAULK-� i._._.._._.-._.__.
BY OTHERS 1 PERIMETER CAULK
BY OTHERS
17 1 < v m w
... ❑ 4
2 O rn s w
13 4
`sue
_ >
_ 6 � a 4 �g
13 _�
0 w
3 a<�v0i�
CSEE GLAZINGI 14
WINDOW EXTERIOR DETAIL 1, J INTERIOR - '~w 0U
FiF:IGI-IT SHEET 4 SEE GIAZIN INTERIOR ``� 3O w U¢ZU N r.
WItdCOW o
3 DETAIL 1, HEIGI IT o 0 e
14 SHEET 4 �Jo F n z !g M1
�o
\\ 15 14 \ 5 Uuwi �bq
y <
ANCHOR-TO-SUBSTRATE rn 4
6 EDGE DISTANCES ARE 6 wF `
2 TYPICAL AND D LU LU L ry
— 7 MEASURED TO BOTH 2 7 rn>
17 r SIDES OF SUBSTRATE 17 o ❑ 19 2 5 g^
L o ❑
29 19 25 29 USED AS Rcbn,t J.A—,—,P,F.
FlorldA P.E.No.49752
..,, S FRAME SILL
o_ ` 3 USED ME SILL
- REINFORCEMENT I `Wawrur �
PERIMETER CAULK 1 4" MAX. REINRFORCEMENI' `� 1 4" MAX. t �,G EN
BY OTHERS�`` / /
.....
SHIM
�., PERIMETER CAULK
EXTERIOR FINISH ---__. BY OTHERS-
BY OTHERS — 1`'. — — .-- E.9P pis A
CONCRETE BY OTHERS--- 0 1 1/2" Mir,'.
_(SEE NOTE 2, SHT.-
1) _- /�/ EMBEG'.1EtJT r ` \ 14 WS: 1 1/2" MIN. EMBEDMENT '.4SS�ONALE�.6�J+..
--- -- -- -EXTERIOR-FihJ1SH -- - '_ WS•-'-3/9' MID! EMBEDMEWI ---- °hhr ttn��
BY OTHERS
PROPERLY SECURED 1X-
.j-
WOOD BUCK BY OTHERS ._1 1/2" MIN, SHEATHING 2X WOOD
(SEE NOTE 3, SHT. i) EDGE DLST. BY OTHERS
BY OTHERS
'WOOD BUCK PROTECTION-�/ 1/4" ITW TAPCON 43 �\I EDGE GIS (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR 1 WS 1" MIN. _
PROPERLY SECURED 1X
SHEET 1 �j12 `hJS: 7/8" MN. EDGE DIST.-7-
/j12 OR #t4 WOOD SCREW `--WOOD BUCK BY OTHERS PRODUCT REVISED
42 (SEE NOTE 2, SHT. 1) s 11. with the Florida
INSTALLATION ANCHOR NOA-m9
� VERTICAL SECTION r+Da-r+o. 20-1103.07
CONCIZEn,SUBS IFE'vi r VERTICAL SECTION E�Fiution Dam 06/06I2025
A WOOD SUBSTRATE.,
MIamT-iSn�Gro oct Conlro
a a
INSTALLATION NOTES: x CG
7. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING
N
1.1, WOODFRAMItNG.
o _ w
1.2. STEEL STUDFRMJING. o a
1.3. ALUMINUM FRAMING.AND
Pr14 SHEET METAL qq 1.4. CONCRETEANDIOR MASONRY. d (9
SCREW/SELF-DRILLING SCR,EW _METAL SUBSTRATE 2. 2X WOOD FRAMING,IX OR 2XWOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO � =Imi pW mU
INSTALLATION ANCHOR, BY OTHERS PROPERLY TRANSFER ALL[.DADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ko u0 m
ARCHITECT OR ENGINEER OF RECORD. -Uwi p rt.a ti P
(SEE NOTE 2, SHT. 1) N
EXTERIOR FINISH o w z P � w o e
3. 1%BCK OVER CONCRETER+IASOiNRY ISOPTIONAL.WHEN 1%BUCKIS USED.INSTALLATION PASS THROUGH WINDOW FRAME � F-Zz:1 P-N
BY OTHERS "-.i;. 3/4" MNd. .3 THP.FAGS MIN. AND'IX BUCK INTO CON
SUBSTRATE.WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY a a U 0
Et..3 THREADS
MIN.D TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS �p
ARCI{ITE MUSTS ECT OR EtJGINF.ER OF RECORD.SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE.
YP.) r INTERIOR WALL. w w
1/4" MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS,
------�-- SHlis SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE 114".
5. FOR ANCHORING INTO CONCRETE/MASONRY USE 114"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM
EMBEDMENT INTO CONCRETE WITH 1 lr2"MINIMUM EDGE DISTANCE AND T'MINIMUM EMBEDMENT INTO MASONRY VNTH 7'MINIMUM EDGE
� DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS
PERIIdEBY CAULK "� REQUIRED.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE, v u.
p� o
OTHERS REQUIRED.
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK.USE ONE OF THE FOLLOWING: N <
1 6.1. 1.12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/6"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/6" 0 Ill
I(�I MI`11mum EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR-SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN Ell F, g
I I ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE t1-1"TOLERANCE. Z
1 L'-L��I IIL11I 6,2. MN PAN HEAD WOOD SCREW5(YVS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WTH 1" } 1(0 r�
I (� MIN
EDGE DISTANCE AND M•INIPdUMANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS ASSHO'vVtd IN4 m
--Z-1 —�j ELF..VATIC'NS AND INSTALLATION DETAILS,ANCHOR.LOCATIONS HAVE+1-1"TOLERANCE W�
O' 7. Z_tr^A
_ FOR ANCHORINu INTO METAL STRUCTURE USE#14 PAIN OR HEX NFAD SHEET METAL OR SELF DP.ILLING SCREVl;WITH SUFFICIENT LENGTH W� N U F
7 TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH aN"MINIMUM EDGE DISTANCE AND MINIMUM N=Q 1n I- Z
1 '•�_ ANCHOR-TO-ANCHOR SPACING OF TON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR d(L 0.W<LU u1
EXTERIOR r' I 1 R I LOCATIONS HAVE+b S"TOLERANCE Z
`✓ >-I-UJ O In
6. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARI Ff. 0_2}O N
EXTERIOR �4 fSEE GLAZING 9. PERIMETER AND JOIh1T 5EA ANT BY OTHERS TO BE DESIGIJEU ANDIOR SPECIFIED IN AL'CORDANCE WITFI ASTM E2172. W O U>U h$
GSHEET a WINDOW ANCHOR-TO-SUBSTRATE o o vW a
14 � — INTERIOR3 HEIGHT EDGE DISTANCES ARE c
TYPICAL AND N =U
7 8" O.A. LANNNATED GLOSS CONSISTING U- a°-° .
MEASURED TO BOTH / �- �
13 5 ILI
\ SIDES OF SUDSTRA_J---_-- _ OF: EXTERIOR LAMIPIALC GLASS - (2} S-w I VJ c
15 4 NOMINAL_ I/Fi" AM1RdEALCD LASS W/ w>
-0.090° Y-URARAY AMERICA. INC. TROSIFOL w
\ 6 Ii•NTERLAiER, 7/16" AIRSPACE W/
STAINLESS STEEL SPACER (TYPE SS-D), - 4 a
7 INTERIOR 1/5" TEMPERED GLASS
rr� Ronavrl J.A--,P.E.13 Florida P.E.Na.49752
09-_ 19 25 -----
`M1 EXTERIOR \ INTERIOR �pMES 440,
ENg Oq
G 3 USED AS
_` - FRAME SILL m r afi S22j R��
PERIMETER CAULK--.. REINFORCEMENT `� 13 m
DY OTHERS _ - f�� a �§ 2 z �
_. ......
---------.__._..._----- I 1/2" GLASS �9� STATE, px.Xv�,�
{:> --- - -
BITE
1/4" MAX
3/4" MIPI 15
y, SHIM SPACE
1. - DIST 3 IJOIJ O - -
(TYP.)
EXTERIOR FINISH / 3 THREADS MUd.
BY OTHERS-' EMBEGMEPIT BEYOND
INTERIOR WALL
j
14 SHEET MEfAI_ \..._METAL SUBSTRATE
SCREW/SELF-DRILLING SCREW GLAZING DETAIL I
BY THEIRS PRODUCyTr�pREVISED
INSTALLATION ANCHOR qq (SEE NOTE 2, SHT. 1) RmliaNnglCodowrtn lb,Flmrlau
�1 VERTICAL SLC:TION N pI-tI 2 05i06/ 0
A L>xvLn�to 0 SI0612026
�11 1-A I.SUESS'I'IL\'IG Oy--
Mlnmtva m�Produci control-
a a
1/4" MAX. USED AS m
2X W000 FRAME JAMB
FRAME BY OTHFRS�SHIM SPACE REINFORCEMEN I W m
(SEE NOTE 2, SHT. 1) \ I/4" MAX. SHIM SPACEo ro
SHIM AS REQUIRED 1 1/2" MIN. EMBEDMENT -- CONCRETE o
3 1 31 INTERIOR 1" MIDI. EMBEUMETJT - MASONRY o
#14 WS: 1 1/2" MIN. EMBEDMENT 19 7 6 4 5 13 O 7 10 1 \ 2:co w x
4 \ 43 1/4" ITW TAPCON INSTALLATION ANCHOR
#12 `+VS: t 3/6" MIN. EMBEDMENT- 3 13 5 o o
w
1/2"" MIN. EDGE DISTANCE - CONC. a o o d
#12 OR #14 WOOD SCREWg2 2" PAIN. EDGE DISTF,-Ir,E - MASONRY �o oK �w
INSTALLATION ANCHOR Q w
..�..........__..._.......---_..._.... -_.__ R MASONRY
L=
u WS: EDGE DIST. _
--CONCRETE 0
nl-. }.... 1" FAIN. -r�' t o a BY OTHERS w rc
#12 WS: 7/8 MIN. EDGE GIST. oo �,`ry oo - `.� a (SEE NOTE 2, SHT. 1) ¢
-_-_ a,,.,`Q.
g(r o o r
SEE GLAZING _ `----PROPERLY SECURED iX Jm o
PROPERLY SECURED 1X� ;<.:. DETAIL 1, WOOD BUCK BY OTHERS
WOOD BUCK BY OTHERS j:y;%', E SHEET 4 14 13 2 )ey \: (SEE NOTE 3, SHT. 1)
(SEE NOTE 2, SHT. 1) 17 Q zF K
SHEATHING- 17 2 13 14 - - -WOOD BUCK PROTECTION BY �w
/ EXTERIOP. " :'•'="-' .-'t OTHERS (SEE NOTE 3, SHEET 1) a f 5
BY OTHERS / / ti 2 wo
J/ `-EXTERIOR FINISH Z wg com
EXTERIOR FINISH-- -PERIMETER CAULK PERIMETER CAULK-- BY OTHERS vi=¢ m z 5
�a t a
BY OTHERS BY OTHERS BY OTHERSCL
a c»
a(9 Cnrr g
U U~ 00 rc
HORIZONTAL SECTION z n a>< 4
WOOD FRAME SUBS'TRATT3 ANCHOR--TO-SUBSTRATE ( HORIZONTAL SF.,CTION 0 0�_;� �N
EDGE DISTANCES ARE CONCRCiTF.1MASONRY w H:�N
^BO1
TYPICAL AND SUBSTRATE o ow J v d
MEASURED TO BOTH �o ®�B uz
1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE w
INTERIOR SHIM AS REQUIRED-,
3 13 \(_5� 4 6 7 10 1 w~
#14 SHEET METAL wN
as SCREW/SELF-DRILLING SCREW
INSTALLATION ANCHOR c 0 °n
Rahort J.Amoruso,P,E.
Florlda P.E.No,49762
F-i " Mlhl. _ ttuunh
/ EDGE DISE (TYP.) •.v,,,`�0S y�MES���� -
nl ...
-'jCENs- :9
+Q� totd9 b2'� s'1
3 THRFADS MIN.
EMBEDMENT BEYOND INTERIOR WALL pZar '
SEE GLAZI WG _ o0
DETAIL 1,
SHEET 4 METAL SUBSTRATE BY OTHERS
_(SEE NOTE 2, SHT. 1)--
17
14 13 .2 EXTERIOR FINISH
PERIMETER CAULK- BY OTHERS
BY OTHERS PRODUCT REVISED
,,,mplZi,With tho Fiodgo
NDA-Na. 20.1103.07
HORIZONTAL SECTION eoptratIo gMe0510612025
METAL SUBSTTZA71' By
�✓ msami�a 6. uoo��nt:oP'
MAIN FRAME 2 SASH FRAME 3 GLAZING BEAD 4 SCREEN FRAME 17 SASH REINFORCEMENT
`J 0.085" TYP. WALL THICKNESS O 0.080" TYP. WALL THICKNESS 0.070" TYP. O 0.045" TYP. O 0.05" TYP. WALL THICKNESS
WALL THICKNESS WALL THICKNESS GALVANIZED o
L- 3.250 �---2.459-- -
0.552 N =m w x
�- -— 0.93Ei w o r v
S— -----� — 0.720 - 0.750 1.383 o ko .50 um
0.779' 0 ❑
0 o o
K
1 w5
Z 6 208
--------�- — a �30. .L.414 L w�3 cwrcJP
;
o os
°wo .- U
0.354 �- -a
1.41 c.777
y 03111.41? ____1 z `S
wr-
oga o
00 It
U
(j wZ
WOU .m F
Maa<w .0 z
J< U`�
a.0r w'i U�
WELDED MITERED Z=< >z
CORNER CONSTRUCTION W o'0z
Wog ~ �4'
u
�+ Ua ®'m}0�
w0 anry
�`•�•�. R.bo,tJ. .so•F.E.
�^ \„ Fl-dontla P E,No.No.45752
VIM S
NO 4
DETAIL 10�
MASTER FRAME
REV lSED
.. ..PcvlthtM10 Fi oidnCONSTRUCTION
RU Tv nao
Non-++o. 20.110J.07
(SAS H FRAME SIMILAR) E'°`r."o"°,rn 0 6/0 612 0 2 5
mi,m oaao ro uet co�rro
< a <
Series Tech 5205 Impact Casement/Bill of Material K a ce
Item No. Description Part Numbers ISupplier Material o O W
Frame Com onents _ o
i 1 Master Frame I IV White 1083/7783 Energi/Royal White PVC(2) q
2 Sash Frame(Operating Sash IV White 1084/7734 Energi/Royal White PVC 2 z m `K`'' _
LL i .per
3 Glazing Bead Stop(Operating Sash) IV White 1080!7753 Energi!Royal White PVC 2) o o rc o k
Screen Components o W w o
4 Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum a o 0 0° o
5 Fiberglass Screen Cloth Charcoal136"x 600' 3000020 Phifer Fiberglass o
6 Screen Spline(H 1 W) EX-FLX-0165-BK Imperial Plastic USA W
7 Aluminum Corner Keys CK252X260 Hygrade Metals Aluminum s J Y
10 Screen Clip Clear 8794352 Ashland Hardware
11 30PP12-18P50-9/16 X1 318 X 3 Foam Block W0511022 -Lin enmeyr
12 Accessory Parts Installation Translucent 02-MX0150010C2 INovagard Silicones J o
Glazing o e a o
13 Wet Glaze Operating Sash 552 Sikaflex Black jSika US 0
14 Operating Sash E366 2.7mm 10.90 PVB Interla er IG Hurricane Laminate Im ac Cardinal Kuraray America,Inc.Trosifol PVB C, rt
15 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 I Frank Lowe Neoprene w170 to 90 Shore A Durometer
16 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) lCardinal Stainless Steel ci i w N
Reinforcement,Hardware and Hardware Fasteners not all components ID'ed in section views) w a ad F r
U
17 Sash Frame Reinforcement Operating Sash ST-888-168-0.062 Hygrade Metals .050"Galy. 1 a a a x s z
18 Sash Lifter 22648 Amesbury(Truth a 0 N¢ <n
>i-roni
19 Encore Awning Operator 51.11.00.211 Amesbu /Truth t,(0 iz J u
20 HGE CSM UL Assembly Egress 14.12.00.230 Amesbury/Truth o z J 4 e
21 Encore Keeper LH 32627.93 Amesburyrrruth m 0 ,-- J
e
22 Encore LH Stud Bracket 14690.93 Amesbury rrruth g
ida=Sz
23 Encore Tie Bar Guide 33705 Amesbury rrruth
24 Encore Multi-Point Lack I Short/Gasket 24.30.32.004 Amesbury rrruth W
_ - 25 Encore Folding Handle 12616.32 Amesbu rTruth W �� .
v
26 Encore Operator White Gasket 32658 Amesbury rrruth
ao 02
27 Encore Support Plate 23822 Amesbury rrruth asMLL
28 Operator Spacer 21544 Amesbury rrruth a
29 Track Operator 14.5 Impact 32384.93 Amesbu (Truth
bert30 MP Tie Bar Guide 14590.92.00.110 Amesburyrrruth FloridadP REM.a3 52
31 Snubber Interlock 22999.92 Amesbury rrruth .ysunnuq,�
32 #10-24 x 11116"Self Tapping Machine I Lock Handle 19128.92 Amesbury rrruth Ao� ---
�rvE•��ci NsE�9G
33 #8 x 5/8"Tek 1 Snubber 120934 GLF Corporation p: s
34 #8 x 5/8"Tek I Stud Bracket 120934 GLF Corporation
35 #8 x 5/8"Tek 1 Sash Hinge 120934 GLF Corporation
A STATE-FJ u/�
36 #6 x 518"Tek 1 Sash Rebar(H) 117595 GLF Corporation Z. >rr-cam`
37 #6 x 518"Tek/Sash Rebar W 117595 GLF Corporation 'yFss�°.. ..
-- 38 #n-1"'Tek7 Flat Head-SS Tiebar'Guide --- - 119977 -- ---GL-F�Co oration— a - -- ''nr�Na�ta`
39 #8 x 1/2"Pan Head I Keeper Screws 120145 GLF Corporation
40 #10 x 1"FLT Sharp Point I 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 I nla n!a Steel
43 114"ADVANCED THREADFORM TAPCON I n1a 11TW Steel PRODUCT REVISED
comp 1, with the Florida
44 #14 SHEET METAL OR SELF-DRILLING SCREW n/a n/a Steel su1laing$a.
NPA-Np. 20.1103.07
(1I Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized E.piratioa Pate 0510612025
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA).
m�m�i'ro pe�i ol—