HomeMy WebLinkAboutNotice of Acceptance (2) File Copv
M1AM1•DADE` ��_ IIA411—DADECOL�I'I'Y
® REVIEWED FOR PRO UCT CONTROL SECTION
®[� /�p�/��aa 11805 S1'4'26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECON elf 0 .. E,p1/'"e1 V V E Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION ION DIVISJeffg L V CI E 10® N''TY86) 15-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) «-Is.miainidade.QovJbuilttin-
Regency Plus,Inc.
2000 Locust Gap Highway LEC ® � �d2�
Mount Carmel,PA 17851
SCOPE: ie County, PermittingThis NOA is being issued under the applicable rulions 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 hallowed 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 bile 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 Contro 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 5?05 Vinyl OS Casement
Window-L.M.l.",sheets 1 through 7 of 7,dated 10/14/08,with revision M dated 10/20i20,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 for logo, city,state, series,
and following statement: "Miami-Dade County Product Control Approved", unless i 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 beeen 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 tli}e NOA is displayed,then
it shall be done in its entirety. I
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufactures 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
MIAMI•DADECOUNTY / Expiration Date: May 06,202_5
t)1/21/2021 Approval Date: .lanuary 21,2021
Page I
Reaenev Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMI`IaTED
1
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under N®A No. 08-1118.10)
2. Drawing No. RPLS0061, titled "Series Tech 5205 Vinyl OS Casement Window—
LMT", 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 20�-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, Kest 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) 1
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51n
Edition (2014), dated 09/03/15 and updated to the FBC 6t'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 02/218/23.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.07
Expiation Date: May 06,2025
Appro�al 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.1., 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 diated 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 Resourc s (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with F.BC 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. 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
Expi ation Date: May 06,2025
Approval Date: January 21,2021
E-2
Q Q
REGENCY PLUS, INC. N m
SERIES TECH 5205 VINYL OUTSWING CASEMENT WINDOW
LARGE MISSILE IMPACT
w ~N �41 O r^ It
INSTALLATION ANCHORAGE DETAILS a w e ',, w o
NOTES R
< F-N
:
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7lh EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE
w w
K
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/MASONP,Y IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX 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 h
MEMBRANE,SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, o LL
O
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAB 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 a
K
A.REED,FLORIDA P.E. C) i
J
MATERIAL: Z `� �
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. _4 Z
5.2. REINFORCEMENT: $In 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�m:E m rn
5.2.2. CONTOURED SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER y= w O �:
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. J d U Z
O-(0-I rn r a
w-
6, GLAZING: y t-,w 00
6.1. GLAZING DETAIL AS TESTED: Z U) }z
6.7.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. w 0 2_z 4
6.1,2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. Or 0 0> n 8 m
6.7.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. K Jo~'� E T
6.1.4. SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). P z
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKAFLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. _ 8
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 0 o b,
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. w -
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w
Q A-
I. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w `�io
0
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIN16M ALLOWABLE SHIM STACK TO BE 1/4".
G
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 V MINIMUM EMBEDMENT INTO RobertP.E.d.Amorusa.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+/-V TOLERANCE. ,b,,,t P.E.Nu.ne7.E
10.
FOR ANCHORING
FRAMING ONE OF THE
H HE WOODS SCREWS 5 WITH SUFFICIENT LENGTH TO AC 10 1 #2 PAN D EVE 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 I.V TOLERANCE, �0(rQ4,vt EN3�O9Gi{�•Y
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, @ }yyN 4g 6ZTs --
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+l•1"TOLERANCE _(1F 1Ii.G' {` f
t
17. 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 314"MINIMUMI 91 ST TE U1�y}•w=
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. a.R 1D*J•�w
---72r--AtL-FASTENERS TO BEGOP.ROSION•RESISTANT-OR-HAVE•ACORROSION RESISTANT-COATING -- --____I_ ___ TABLE OF CONTENTS _ _ ��hss/pNp I6? "
hl�grl\rn
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
13A. 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 nyREVISED
5 HORIZONTAL SECTIONS-CONCRETE/MASONRY,WOOD&METAL SUBSTRATES Dwidinyltudowich Iho Florida
NOA-No. 20.1103.07
6 COMPONENTS AND FRAME CONSTRUCTION 12,phanoa0aea05106/2025
7 BILL OF MATERIALS Brims
Mmmi-0aaa vroauoe cono-ol
a a a
36"MAX.
FRAME WIDTH o
a
4
34 4'MAX. SNUBBERS LOCATED 28" - 6 x m
SASH WIDTH 4"AND 17-'FROM EACH MAX x�
LL Oi
.TYP. o =r o m
END AND MID-SPAN OF 4" w o R ti
A A :a
THE HINGE STILE WITH MAX.TYP. �z
%
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CORRESPONDING 0 0
3 ,\ HINGES ON THE HINGE -- a E H o a
- --...-- ------- JAMB ® �uj
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681,
66s„ � 61
MAX. AX. MAX. "
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FRAME ENT \ DLO 0
HEIGHT EIGHT HEIGHT Z^
IV wo= KW� oo8 vrn,J JNz
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W 'z MAX.TYP. $
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LOCK CENTERLINE LOCATED i-- OPERATOR LOCATED 11
._�T 4' - a �nJ.Al,nar—,P.E.9"FROM JAMB(TYP.) FROM JAMB(TYP.) MAX.TYP. larma P.E.No.497525 \
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A A N
\{{ SERIES TECH 5205 VINYL OUTSWING 0 F=� ✓ ---- -- Q No149 52
CASEMENT WINDOW _
EXTERIOR VIEW-ANCHORAGE t os�4sta? e
_ 29 a„MAX. _�j . a mot. oP,�2.•
DLO WIDTH —I INSTALLATION NOTES: �''�isslpNAL��o,••
— -' - -- -- - -- -- -- - - —-1: HEAII AND-SILL ANCHORAGE-THE-SAPJIE— Y�tnutn+ti"
SERIES TECH 5205 VINYL 2. JAMB ANCHORAGE SAME.
OUTSWING CASEMENT WINDOW 3. +/-1"TOLERANCE ON ANCHOR LOCATION.
_ 3.1. TAPCON MINIMUM SPACING 15 4"OC.
EXTERIOR VIEW 3.2. WOOD AND TAPPING SCREW MINIMUM
SPACING IS 2"OC.
DESIGN PRESSURE RATING(PSF) IMPACT RATING PRODUCT REVISED
_ NOTES: Piyymg wNh An Ptarlda
Ouilding Codo
LARGE MISSILE 1• MAXIMUM ACTIVE PANEL(SASH)SIZE:34.25"X 66.313"(34-1/4"X 66-5/16") NOa-No. 20
•1107.07
+55.01-55.0 IMPACT 2• DAYLIGHT OPENING(DLO)SIZE:29,38"X 61.313" (29-3/8"X 61-5/16") E.Plratl..q.te05/06/202e
3. NO WEEP HOLES EMPLOYED
' ------'— Mlam ado Pro uet Control
a 4
PROPERLY SECURED 1X #12 OR #14 WOOD SCREW q2 PROPERLY SECURED 1X
1/4" ITW TAPCON
WOOD BUCK BY OTHERS 43 INSTALLATION ANCHOR INSTALLATION ANCHOR --WOOD BUCK BY OTHERS H w
(SEE NOTE 3, SHT. 1)^\ / (SEE NOTE 2, SHT. 1) �J
WOOD BUCK PROTECTION BY \` -- 1 1/2 MIN. 1,414 WS: 1" MIN. EDGE DIS'f. o a S
EDGE DISI'. {12 'N=.i: 7/fi" MIDI. EDGE DIRT.- -2X WOOD o m
OTHERS (SEE NOTE 3, SHEET 1) - \ BY OTHERS 0 i
v c BY SHEATHING HERS (SEE NOTE , SHT. 1) _
CONCRETE BY OTHERS-,_.__, ` -: -'--- .-----` `� 2 v K 8 x m LL
(SEE NOTE. 2, SHT. 1) �..,,-� _a'.�� �, v 1 1/2' MIN. -- -- ------.__._ __.. F
v EMBEDMENT EXTERIOR FINISH- p w `I' w o
- - � , BY OTHERS _., .
#14 WS• 1 1/2" MIIN EMBEDMENT w 2 z 1-N
a
h' MAX. :r #12 WS: 1 3/8" MIN. EMBEDMENT a °ao o� acS x
Lu
.,HI6d SPACE
•: —�- is
-7 -- �- - _
EXTERIOR FINISH 1/4" MAX.-- -
6'( OTHERS / ;-�r� � SHIM SPACE � Y
PERIMETER CAULK_-�/ -/"�'
j BY OTHERS 1> PERIMETER CAULK
BY OTHERS w c
17
��1J77° 4
2 $ o a a 0
ti5 1 _ 7 .._-- F
ZIM
13 ❑ (� a �O
13 z=m-2 O In
1— CO 5j
5 EXTERIOR \ `} {g1J w w
14
SEE GAZING 14 �' r t-2 OU U
V✓INDOW EXTERIOR DETAIL 1, INTERIOR - INi I V CO w�Z
HEIGHT SHEEP 4 SEE GLAZING ER OR O WINDOW w U Q z 0 4
3 DETAIL 1, HEIGHI 00, - �„`�•
14 �\ SHEET 4 ao g op eP.
\ 14 5 N =U 8m�
� 4 13 4 F-, n 51
ANCHOR-TO-SUBSTRATE j
6 EDGE DISTANCES ARE 6 N n
v ! TYPICAL AND D Q w j a
MEASURED TO BOTH --____- 7 0 g`
�-�-�'� - SIDES OF SUBSTRATE
17 19 25 17 ;u�
17 C LI3 0 - 0 - 3°
l9 e 19 2� 29 ' e 3 USED AS Robert J.
�.,,•, FRAME SILL
t�., "�-��..� _ r USED AS O .. .3- _�% _ elitnpt
3 1 REINFORCEMEN •q`••t t11ES f�ti
PERIMETER CAULK---
FRAME SILL ••p S�„ AyOq
BY OTHERS 1/4" MAX. REINFORCEMENT'
1 SHIM SPA Ct' --ro IM STACC- - ���O�Q•Ro,49 62 9G'r0:i
---------_._-.---- .-z _ --- PERIMETER CAULK _..-
L,_ EXTERIOR FINISH-- �' —r t BY OTHERS ;
BY OTHERS
I 1/2" M!iJ
CONCRETE BY OTHERS
.o a . ice.(• mt Irr��
.(SEE,..NOTE 2, SHL 1)...._ �;..,' aQ .:. _EMBEDMENT.,', #i 1/7 MIN EMBEDMENT
= — --
1 f
ciCTERIOR FINIS :J+, _ rf 11� -.-/£1 MIN. �.1(;_C(.t�R, .ingtttpu
PROPERLY SECURED 1X'-� ° BY OTHERS -_-_ _. ------ ___v
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" ITN TAPCON 43 (SEE NOTE 2, SHT. 1)
INSTALLATION ANCHOR {14 WS: 1' MIN. EDGE DIST.
6Y OTHERS (SEE NOTE 3, #12 WS: 7/8" tdlP;. EDGE GIST. —� PROPERLY SECURED 1X
SHEET 1) _WOOD 13LJCK BY OTHERS
#12 OR #14 WOOD SCREW PRODUCT REVISED
INSTALLATION ANCHOR 42 (SEE NOTE 2, SHT. 1) omia`m91 od°owltnenoFloda,
VERTICAL SECTION Noa-No. 2D.�1os.DT
CONCRCTG S BSTRATI� VERTICAL SECTION e.ra.atlon R.t.05106n025
A WOOD SUI3sTRATF
MIS-O�Pr.duct ontro
a �
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING'
1,1, WOOD FRAMING,
1.2. STEEL STUD FRAMING,
1.3. ALUMINUM FRAMING.AND
14 SHEET METAL(44 1.4, CONCRETE ANOIOR MASONRY. d
Sr,REW/SELF-DRILLING SCREW METAL SUBSTRATE 2, 2XWOO1FRAMING,iXOP.2 WOOD BUCK,METALFR.AhINGANDCCNCRETUMASONRYOPENNGTOBEDESIGt4EDANDANCHOREDTo x� ELL oa: 11--
INSTALLATION ANCHOR BY OTHERS PROPERLY TRANSFER ALL LOADS TO STRUCTURE,FRAMING AND CONCRFTEIMASONRY OPENING IS THE.RESPONSIBILITY OF THE V ON up Om. g
c ARCHITECT OP.ENGINEER OF RECORD.
EXTERIOR FINISH - (SEE NOTE 2, SH7. i) p w� w^
BY OTHERS 3. 1X BUCK OVER CONCRETEJMASOPIRY IS OPTIONAL.WHEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME Z qa
--!,L'. 3/4" MIN. 3 THREADS MIN. ANDIX BUCK INTO CONCRETE/MASONRYSUBSTRATE,WHEN USED,IX BUCKS SHALLBE DESIGNEDANDANCHOREDTOPROPEIJLY D- p0
EDGE DIST. EMBEDMENT BEYOND TRANSFER ALL LOADS TO STRUCTURE AND ISTHE RESPONSIBILITY OF THErV?CHITECT OR EtJGIhIEER OF RECORD.DISBIMILAf2 PAATERIALS 7p ",`t �w
,f, E MUST SEPARATED WITH APPROVED COATING OR MEMBRANE,SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
IF (TYP.) INTERIOR WALL. ARCHITECT
CT OR ENGINEER OF RECORD. w
1/4" MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF U16"OR GREATER OCCURS. g `1
-�- SHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE 114".
S. FOR ANCHORING INTO CONCREI ENMASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 VT MINIMUM
�- -r--- EMBED1,11E1d'T INTO CONCRETE WITH f 1R"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 7'pAINIMUM EDGE
DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS Z p
PERIMETER CAULK-.-- DISTANCE.
ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. v N LLO
BY OTHERS 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: �In �¢(L v
1 6.1. #12 PAN HEAD WOOD SCREWS 1WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/S"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/6' O w LY
I(�I MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN 0 o 71
I I ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE I/-1'TOLERANCE, sz r7
1 7 IILJI' 0.2. #14 PAN HEAD WOOD SCREWS(:NS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1(7-MINIMUM EMBEDMENT INTO SUBSTRATE MATH 1" } >
i -(❑ �'lI P.;INIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF TON CENTER.LOCATE ANCHORS AS SHOWN IN d 1-r-p
ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. V=,N W n
D
- r. FOR ANCHORING INTO METAL STRUCTURE I15E#74 PAN OR INTERIOR
HEAD SHEET 314"MI OR SELF GEDRILLINGDISTANCE
SCREWS WITH SUFFICIENT LENGTH z�r W
_'-_�� TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE IPITERIOR WALL WI7'li 3Nq"MINIMUM EDGE DISTANCE AND MINIMUM N= in 'm O
13 ANCHOR-TO-ANCHOR SPACING CF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR J<d
EXTERIOR -� LOCAI IONS HAVE J-1"TOLERANCE O 0
f }H g0� K
b. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. U fn Z
Zn
14 SEE GLAZING \/ 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOP,SPECIFIED IN ACCORDANCE WITH ASTM E211Z w U U 1- U N E
EXTERIOR DETAIL 1, HEIGHT ANCH � L,ANpTRATE wog=w m
(�14 SHEET 4 3EDGE N �U �z
3 JNIEf�L9B 5 VJIh.D�W MEASURED OEBO HE 7/8" O.A. LAMINATED GLASS c01J515TINC o w ®G a O
SIDES OF �UBSTRA� OF. EXTERIOR LAMINATED GLASS (2) I-DJ �z
15 4 rIOPdIhIAL 1 8" ANNEALED GLASS W w>
/ / w gi.. 0
—0.090" I'.URA.RAY AMERICA INC. TROSIFOL U:
INTER(AYER, 7/16" AIRSPACE W/ y
8 STAINLESS 'TEEN_ SPACER. (TYPE SS-D), ��o
T INTERIOR 1/8" TEMPERED CLASS -
Robert J.Ar--,P.E,
1 o ❑ T 13 Florida P.E.No.49752
�1�/HIt1�1...
29 ` - 13 '25 EXTERIOR 2 \ INTERIOR �`a�1AMES d�
3 USED AS \ `op`iQSytCE�+s9�fri
PERIMETER CAULK- FRAME SILL-- REINFORCEMENT 13
BY OTHERS
1/2" GLASS
STA
3 7 ,. SHIM
1/�' MAX.
S '-1 � - p'.w i� "rt.....
/ HIM .PACE
EDGE DIST.--- \ 13 ❑
EXTERIOR FINISH (TYP.) i 3 THREADS MIN. r/
BY OTHERS EMBEDMENT BEYOND _
~< INTERIOR. WALL
#14 SHEET METAL METAL SUBSTRATE
SCREW/SELF-DRILI-LNG SCREW BY OTHERS GLAZING DETAIL 1 PRODUCT REVISED
INSTALLATION ANCHOR 44 (SEE NOTE 2, SHT. 1) ewmmyy, Ath tha Flodda
"o
VERTICAL SECTION NCA No. zo-I Ioa.oT
A
MfTI-A L SU fi5'Nt\IT exPlrnHon open 05/OB 2025
sy �7
MWmi�-Dndo Pmd—CoMror
2X WOOD- / MAX. USED AS- FRAME JAMB N
FRAME BY OTHERS SHIM SPACE REINFORCEMEN1/4" - w
(SEE NOTE 2, SHT. 1) MAX. SHIM SPACE - -_-_
SHIM AS REQUIRED-- 1 i/2" MIN. EMBEDMENT -- CONCRETE o d �
,3 1 31 NT�RI— \ 1" Mlf•1. EMBEDMENT — MASONRY o
d
414 WS: 1 1/2" MIN. EMBER 19TF_ — 19 7 6 4 5 13 4 6 7 10 1 =m fy F
43 1/4" ITW TAPCON INSTALLATION ANCHOR
112 `NS: 1 3/8" PAIi 1. EMBEDMENT I - -- - 3 13 5 O O$ O u.
r-
3 �\ O a
Q Q 1 1/2 MIN. EDGE DISTANCE o° w a o p
#12 OR #14 WOOD SCREW 4Y - - � � Q, 2" MIN. EDGE DISTANCE - MASOIJRY �o ca �w
INSTALLATION ANCHOR—,
- C —CONCRETE OR MASONRY g J
Y a
/i14 '*S: MIN. EDGE DIST. �--- b � � � w
12 WS: 7/8" MIN. EDGE DIST oo ........._._-_:: •..,,,,,�` oo Q a (SEE NOTE 2, SHT, 1)
SEE GLAZING PROPERLY SE URED m N 0
- C iX
PROPERLY SECURED 1X "- . DETAIL 1, 00 BUCKY OTHERS
;..._.
r •.:�,..I SHEET 4 ia.'.'.:. G�. Ow
WOOD BUCK BY OTHERS .�,. -_ -_._ 14 13 2 7 7 (SEE NOTE 3, SHT. 1) p
(SEE NOTE 2, SHT. 1) ` zF
17 2 13 14 ; ----WOOD BUCK PROTECTION BY } w
SHEATHING"- / ` EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) a g
BY OTHERS / i i wo
--EXTERIOR FINISH Z S2 wo a N
EXTERIOR FINISH--/ `-PERIMETER CAULK PERIMETER CAULK-- BY OTHERS 1 a a¢� m- z L
BY OTHERS BY OTHERS BY OTHERS a Q J Uw
> H�0Z
HORIZONTAL SECTION z 7 }N
Q HORIZONTAL SECTION w 0<zK =
woonrRArlr:sUnsnt:rtl. ANCHOR--TO-SUBSTRATE C 1,p
EDGE DISTANCES ARE CONCRETEINIASONP.Y w_i F�F n
TYPICAL AND SUBSTRATE w o o w o`
MEASURED TO BOTH N =o LL�L.
1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE
INTERIOR SHIM AS REQUIRED�� wO
3 13 (5� 4 fi P 10 1 12W I w
14 SHEET METAL LLJ
U)
44 SCREW/SELF-DRILLING SCREW �� a\ \ INSTALLATION ANCHOR 0
\ , Robert J.Amoru,o,P.E.
Florida P.E.No,497rV
T\ EDvEvIS T. (.T.'('r',j ---.`p•VjAMEB-ra,4i
14
a -_ .3 THREADS MIN. F * �, `.!'''#•"'�°^ ##
EMBEDMENT BE'fOND INTERIOR WALL_
[SEE GLF+ZIPIG oo
DETAIL 1,
-SHEET 4 METAL SUBSTRATE BY OTHERS �y
-_ (SEE NOTE 2, SHT. 1)
17
14 13 2 ---EXTERIOR FINISH
PERIMETER CAULK,J BY OTHERS
BY OTHERS
PRODUCT REVISED
plyi Mth tho Florida
gi aidma Oa`reaa
NOA-too. 20-1103.67
HORIZONTAL SECTION E.ptrnDon Data 0510612025
G\LSUBS1RY1T sy G
miam a o r uet ant.a
1 MAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME SASH REINFORCEMENT d
0.085" TYP. WALL THICKNESS O 0.080" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. 17 0.05" TYP. WALL THICKNESS N
WALL THICKNESS WALL THICKNESS GALVANIZED o o
a -
— — p
3.250-- 2.459 � r�
U.552
_— -
-0.750 m
0.720 o0.779 7 . 1:1 0 R)F--
2 u
0 W N :t a LU
El
r N a
0.628 1.031 a za a m D W b3
2.�27 0 2.424 !-_........_. ......_.
1.413
L-- J- 0.354- - W
0.777
-1.498- D
1.412--^ 0 JI1
--- - ----- 0.510------ ..--- 1- -----— [j ~
L J y 0
O Y d O
00 a w O
z l
U �
0 m ro _
Vi= U7U iU ~ L
�aa �wr z
a�JO�
O�
WELDED MITERED }~
U
Z() >-Z Fo:
0D2U 54 ri Bc;
CORNER CONSTRUCTION ` WNzpz96
=O cos
>
� <
2i ���-o
V `
cwn
00<,
Robert J.Amoroso.F.E.
FW,d.P.E.No.a9752
rifw�
DETAIL 1 0�
MASTER FRAME
1 PRODUCT REVISED
CONSTRUCTION s mOplyong with eha Florida
ut a
NOA-No, 20•1103.07
(SASH FRAME SIMILAR) e O.plrntlon ato 0510612025.
Mlam a o Pro uct Control
4 4 Q
Series Tech 5205 Impact Casement/Bill of Material °
Item No. Description Part Numbers Supplier Material ry O
Frame Components v
1 Master Frame W White 1083/7783 Energi/Royal White PVC(2
2 Sash Frame(Operating Sash) IV White 1084/7734 Energi/Ro al White PVC(2) n LL r F M
3 Glazing Bead Stop(Operating Sash) IV White 1080 17753 Energi/Royal White PVC 2 u o o u a o m
Screen Components z F N
4 Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum LL n°ro,
5 Fiberglass Screen Cloth Charcoal136"x 600' 3000020 Phifer Fiberglass °w ;j w
6 Screen Spline(H/W) EX-FLX-Q165-BK Imperial Plastic USA
7 Aluminum Corner Keys CK252X260 Hygrade Metals Aluminum n Y
10 Screen Clip Clear 8794352 Ashland Hardware
11 30PP12-18P50-9/16 X1 318 X 3 Foam Block W0511022 Lindenmeyr
12 fAccessory Parts Installation Translucent 02-MX015001OC2 INovagard Silicones J o
LL
Glazing o a a o
13 Wet Glaze Operating Sash 552 Sikaflex Black SIM US o
14 Operating Sash E366 2.7mm 10.90 PVB Interla er IG Hurricane Laminate Impact Cardinal Kuraray America,Inc.Trosifol PVB z G o
15 Glass Setting Blocks Sash 2NB-SK-0.0062-028-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer d
16 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) - Cardinal Stainless Steel d_ w
Reinforcement,Hardware and Hardware Fasteners(not all components ID'ed in section views w¢ m F
17 Sash Frame Reinforcement Operating Sash ST-888-168-0.062 Hygrade Metals .050"Galy. 1 5 a.a a w m z
18 Sash Lifter 22648 Amesbury[Truth IL(D w m¢ � R
T 02
19 Encore Awning Operator 51.11.00.211 Amesbury/Truth o v w i�
20 HGE CSM UL Assembly Egress 14.12.00.230 Amesbury/Truth w o,K J E
21 Encore Keeper LH 32627.93 Amesbury/truth o H>m
22 Encore LH Stud Bracket 14690.93 Amesbury/Truth o a e s
vva�
23 Encore Tie Bar Guide 33705 Amesbury/Truth X 8
24 Encore Multi-Point Lock/Short J Gasket 24.30,32.004 Amesbury/Truth w
25 Encore Folding Handle 12616.32 Amesbury/Truth wi
26 Encore Operator White Gasket 32658 Amesbury/truth w 2
27 Encore Support Plate 23822 Amesbury/Truth m
28 Operator Spacer 21544 Amesbury/Truth _ d
29 Track Operator 14.5 Impact 32384.93 Amesbury!Truth
Robes J.Mmruso,P.C.
30 MP Tie Bar Guide 14590.92.00.110 Amesbury/Truth Florida P.E.No.49752
31 Snubber Interlock 22999.92 Amesbury/Truth pug++nr.i„
32 #10-24 x 11116"Self Tapping Machine/Lock Handle 19128.92 Amesbury/Truth ��+.+..1A -
p 4:•v�t:EMgF
33 #8 x 5/8"Tek/Snubber 120934 GLF Corporation
�C• No 49 52 a '
! 34 #8 x 5/8"Tek/Stud Bracket 120934 GLF Corporation
35 #8 x 5/8"Tek/Sash Hinge 120934 GLF Corporation
36 #6 x 5/8"Tek/Sash Rebar H 117595 GLF Corporation %Ao srnTt $ r�u4`a;;
( p lF'l OntOr�y��J
37 #6 x 5/8"Tek/Sash Rebar W 117595 GLF Corporation ''assioivgt:�a�,a
38 #•8-x 1"Tek-1,Flat-Head-SS Tiebar-Guide -149977 GLF-Cor oration--
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 1116506 lGLF Corporation
Installation Fasteners
42 #12 OR#14 WOOD SCREW n/a n/a Steel
43 1/4"ADVANCED THREADFORM TAPCON n/a rrW Steel PR0mplyl,g REVISED
as BUlltling OotloW'th the Florida
44 #14 SHEET METAL OR SELF-DRILLING SCREW n/a n/a Steel N ildl.9 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 oato 0 510 612 0 2 5
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA).
mwm a a roaaot coaerm