HomeMy WebLinkAboutProduct Approval (4) - � 0
MIAMI•DADE RECEIVED 1IIAMI—DADE COUNTY
rROD T CONTROL SECTION
NOV 12 2021 FIlV,I (�P Street,Room 203
DEPARTMENT OF REGULATORY AND ECONOit1IC RESOURCES(RER) 1 i,Florida 33175-2474
BOARD AND CODE ADibLINISTIZt"'�9�gIM4-?,4ON tv
�9�0••'��F;(786)315-2599
NOTICE ®F ACCEPTANCE (NON RE IE s.i�i'�iI1 de.(,ov/btilclin(_,
Regency Plus,Inc. CODE (COMPLIANCE
2000 Locust Gap Higliway
Mount Carmel,PA 17851 ST. LUCIE COUNTY
SCOPE: OSOCC t 111Y2 I
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 HuiTicane 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 1 through 7 of 7,dated 101114/08,with revision M dated 10/20,/20, prepared by PTC
Product Design Group, LLC, sighed 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 DATING: 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 Zliao,P.E.
NOA No.20-1103.07
QMIAMMI-MADECOMUN F Expiration Date: May 06,2025
01/21/2021 Approval Date: January 21,2021
Page 1
Regency Plus Inc.
!r ,
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 51n
Edition (2014). dated 09/03/15 and updated to the FBC 6` Edition (2017) with
revision 1 dated 04/29/20, b � PTC Product Design Group, LLC signed and
prepared y g p>
sealed by Robert J. Amoruso, P.E. (Submitted under li 0A 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
"Trosifol0 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. � �t
Sifang Zliao,P.E.
Product Control Examiner
NOA No.20-1103.07
Expiration Bate: May 06,2025
Approval Date: January 21,2021
E-1
Regency, Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
3. ENERGY 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. RI'LS0061, titled "Series Tech 5205 Vinyl OS Casement Window—
LMI", sheets I through 7 of 7, dated 10/14/08, ivith 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 71" 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
4 :4 4
REGENCY PLUS, INC.
SERIES TECH 5205 VINYL OUTS WING CASEMENT WINDOW
N U a
GE I U IEE I PACT 0 m =o LL
Fw FO..o `a
NOTES: INSTALLATION ANCHORAGE DETAILS a o o T� �N
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE Ah EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). U w - IL
IL w
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 _K
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3, IX 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.
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 2114120 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY JOSEPH pSp
oQ O
A.REED.FLORIDA P.E.
U
Z 3 5, MATERIAL:
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. >
5.2. REINFORCEMENT: U
5.2.1. GALVANIZED STEEL TUBE(0,935"X 0.73"X 0.050"?HICK,Fy=30-50 ksi&Fu=37.5-68,7 ksi)-SASH PERIMETER Z O.;E cc
5.2.2. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER O1= W m O g
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA.INC.PER CURRENT MIAMI-DADE NOA. J¢0-U z
wo
6. GLAZING: O.O w cn~
YF OO
6.1. GLAZING DETAIL AS TESTED: U to _Z tip
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W U Q Z R
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. U O U j J e n
6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURAP.AY AMERICA,INC. �
6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D), o o k z
6.1.5. GLAZING SYSTEM'.INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. �
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
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. w ti T o
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. cn J v
w 80�0
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w `r
B. 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", rL 0
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 1-1"TOLERANCE. Robert J.Amoroso.P.E.
Florida P.E.Na.49752
0.
1 10 1 FOR ANCHORING
PANRHEAD WOOL)SCREWS FRAMING
WS WITH SUFFICIENT LENGTH fTO ACHIEVENA 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. ����`��.MES�.��4iN
( )
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-V TOLERANCE. �O04QS��GENS�r"-
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. _@r Na 49 52 •��Y
ip
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+/-V TOLERANCE. ip '52
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THP.EADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM !P `��E
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOP.SPACING OF 2"ON CENTER..LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
��,�J.;,G
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS
�tUllllllll``
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, 4 VERTICAL SECTIONS-METAL SUBSTRATES
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. PRODUCT REVISED
5 HORIZONTAL SECTIONS-CONCRETEIMASONRY,WOOD&METAL SUBSTRATES RIialnslclon9 with 1Aa Fladda
NOA-No. dc20-1103.07
6 COMPONENTS AND FRAME CONSTRUCTION E.pkmlon uato05/06/2025
7 BILL OF MATERIALS By
Miami-0ado Product Control
¢ a a
_ 36"MAX.
FRAME WIDTH
O
34 4'MAX. —� 28" a a a
SASH WIDTH SNUBBERS LOCATED _— _ =m w x
4"AND 17'FROM EACH MAX.TYP. ~o =o m
END AND MID-SPAN OF 4 `a ti
A THE HINGE STILE IMTH MAX.TYP. W z 'g W
� // CORRESPONDING d o o o rV w
4/� HINGES ON THE HINGE j o o �w °
(--------- - JAMB ".
II II �5J II II
66
aoMAX. Ax. S MAX.
LLo68"
HEIGHT FRAME DENTDLO
S E `� 11 II HEIGHT
} a °
II / II II II z=�Of
�aaaao: z
- <C U Z
I I 5, II I ac�ww<
, rF Op :
I I I MAX.TYP. I I I W 0 Q �zz a F
ui
II I II II W
II ® II II II
_.._......----._....----- -- ====---ram-- --___------------
LOCK CENTERLINE LOCATED j OPERATORLOCATED 11" c a a
®--- -- 4" Rcbert J.A—r—,P.E.
9"FROM JAMB(TYP.) FROM JAMB(TYP.) MAX.TYP. Flonna P.E.tm,a975z
-tttptiurlryrr
A ME ga4y�
1 -- SERIES TECH 5205 VINYL OUTSWINGQr`'0L?•��aE"�e°9a°.•
CASEMENT WINDOW ; pp *=
3 EXTERIOR VIEW-ANCHORAGE 'sp ,STATE`O?J fR
— 29, MAX.
DLO WIDTH 1 HEAD _L TION AND SILL ANCHORAGETHE SAME, i�rFsit o L„O
il I� ��.
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: omplyinp with the Florida
1. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.25"X 66.313"(34-1/4"X 66-5/16") NOA-No.Cod 204 103.07
+55.0/-55.0 LARGE MISSILE IMPACT 2 DAYLIGHT OPENING(DLO)SIZE:29.38"X 61.313" (29-3/8"X 61-5/16") g,pirotton onto 05/0612025
3. NO WEEP HOLES EMPLOYED B,
Miam adc product Contrcl
PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 42 PROPERLY SECURED 1X
WOOD BUCK BY OTHERS 43 INSTALLATION ANCHOR INSTALLATION ANCHOR N w m
SEE NOTE 3, SHT. 1 .--WOOD BUCK BY OTHERS o - w
(` )^\ / (SEE NOTE 2, SHT. 1) o
1 1/2" MIN. 14 WS: 1" MIN. EDGE DISI'. _ W v
WOOD BUCK PROTECTION BY F'--- µ
\ EDGE DIST #12 WS: 7/8" MIN. EDGE DIST. -2X WOOD o
OTHERS (SEE NOTE 3, SHEET 1) - �\ v BY OTHERS N R
SHEATHING (SEE NOTE 2, SHT. 1) x m sLL
CONCRETE BY OTHERS- *'. v ------- �- BY OTHERS
(SEE NOTE 2, SHT. 1) .\c v v 1 1/2" MINI
o EMBEDMENT c; \�. o w.. x w S a
EXTERIOR FINISH •. 1,, r14 WS: 1 i/2" MIN. EMBEDMENT <z a�
-� 1/4" MAX. BY OTHERS _` +/12 WS: 1 3/8" MIN, EMBEDMENT a °° �� °W °
,'•�'' "� SHILd SPACE �_ o c a
EXTERIOR FINISH--- /� � 1/4 MAX' p
BY OTHERS - SHIM SPACE x
PERIMETER CAULK-:'/ ------
BY -�
OTHERS 1 PERIMETER CAULK
BY OTHERS g w o to
17 �❑ 1 LL11 < a y 0
u 4 �W o O
_ a
2 O0� �
ZS Z u:D 3
13
13 i I D \7 ti= w O
5 EXTERIOR \ 6 2'--w, m g
14 ��`� J Q_1 U w z H z
3 (L(7-'u)w rc
SEE GIA"LIPIG 14 >r 2 00
WINDOW EXTERIOR c DETAIL 1, INTERIOR v 0) -Z
SEE GLAZING INTERIOR b WINDOW z ¢>O
HEIGHT SHEET 4 w O z0 q
3 DETAIL 1, IiEIGFIT 0 O U> "'9
14 �\ SHEET 4 uJ
a oZZ av,
13 14
�\ 15 h 3 4 F< ®a =a
ANCHOR-TO-SUBSTRATE n j v
6 EDGE DISTANCES ARE 6 w p:
n TYPICAL AND 1 w>
`�> `L ?m
7 MEASURED TO BOTH 2 U 7
SIDES OF SUBSTRATE rs( 19 � a
L cN❑ L o21❑ 25 -
19 25 29 / USED AS Robert J.A.o -,P.E.
2� FRAME SILL Florida P.E.No.49752
1 USED AS 7 .� {geinnt
PERIMETER CAULK 3 FRAME SILL -_ 1 REINFORCEMENT Sl\MES �
BY OTHERS " tlh" MAX. REINFORCEMENT t/h" MAX. 04 V�GEI�s� 9G
_L51-IIM SPACE. rSHIM SPACE
�,.. PERIMETER CAULK
EXTERIOR FINISH-- "? _ - �- BY OTHERS-
BY OTHERS 1 3
CONCRETE BY OTHERS e a 1/2" FAIN.
(SEE NOTE 2, SHT. 1) ' E"dBEDMENT 9i #14 WS: 1 1/2" MIN. EMBEDMENT 4FS'',RR�•` v�1,
�' �- EXTERIOR FINISH =:Y #12. WS: 1 3/8" MIN. EMBEDMENT
PROPERLY SECURED 1X-/ o �� BY OTHERS
WOOD BUCK BY OTHERS 1 1/2' MIN. {
(SEE NOTE 3, SHT, 1) EDGE DIST. SHEATHING Y, WOOD
BY OTHERS- �, BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON 43 B(SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR 12 : 1" MIN. EDGE DIST.
SHEEP 1) #12 WS: 7/8" MIN- EDGE DIST. � PROPERLY SECURED 1X
#12 Oft14 WOOD SCREN!42 �-WOOD BUCK, BY OTHERS PRODUCT g REVISED
INSTALLATION ANCHOR (SEE NOTE 2, SHT. 1) Bu coon 1codowith tho Florida
A VERTICAL SECTION NOA-No, 20.1103.07
coNCRE•ni SVUSTRATfi VERTICAL SECTION Expiration Ooto 0510612025
A woou suusTaAT� eY f
Mla a a ro uet Conlr
4
INSTALLATION NOTES: K K K
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING N
1.1.
WOOD FRAMING,
1,2. STEEL STUD FRAMING. 23
1.3. ALUMINUM FRAMING,AND '� v
#14 SHEET METAL 44 1.4. CONCRETEANDIOR MASONRY.
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 2�
INSTALLATION ANCHOR r BY OTHERS PR
(SEE NOTE 2, SHT. 1) OPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/h1ASOHRY OPENING IS THE RESPONSIBILITYPONSIBIRESPONSIBILITYOF THE
ARCHITECT OR ENGINEER OF RECORD. O N z O p
<w
EXTERIOR FINISH-- o L E L o a
BY OTHERS "-- _ 3. X BUCK OVER CONCRETEIMASONRYASO IS OPTIONAL,SUBSTRATE.
WHEN 1%BUCK IS USED.INSTALLATIONSHLBE ANCHORS WILL PASS THROUGHPROPERLY
WINDOW FRAME K 7_ N ,
_ S/4" MIN. 3 THREADS MIN. AND IX'BUCK INTO CONCRETEMASONRV SUBSTRATE.WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PRCPERLI' n. p O o LL QO`� w
EDGE DIST. [EMBEDMENT BEYOND TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR.MATERIALS 7� "+q mw n
T'{p, IF;TERIOP. WALL MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OFCOA'TING OR MEMBRANE IS THE RESPONSIBILITY Or'THE L
( ARCHITECT OR ENGINEER OP RECORD.
1/4" MAX. 4, SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM,SHIM WHERE SPACE OF 1116"OR GREATER OCCURS,
--1- SHIFT SPA%E
__ __— MAXIMUM ALLOWABLE SHIM STACK TO BE 1A.
_ .. FOR ANCHORING INTO CCHCRETEYAASONRY USE 1/4-HEX HEAD TAPCONS VVITN SUFFIrIEN T LENGTHTO ACHIEVE A 1 1rz"MINIMUM
T(' EMS D`AENT INTO CONCRETE VOTH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH Y'MINIMUM EDGE
r DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS
PERIMETER CAULK------� REOUIRED.ANCHOR LOCATIONS HAVE-b-1"TOLERANCE. = N 4
O
BY OTHERS S. FOR ANCHORING INTO WOOD FRAMING OR 2%BUCK USE ONE OF THE FGLLO'JuiNG: S N �¢a O
I1}
G.1. 912 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 13/6"MINIMUM EMBEDMENT INTO SUBSTRATE"171-I 716" g~L q MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"MI CENTER.LOCATE ANCHORS AS SHOWN IN
I Z
ELEVATIONS AND INSTALLATION DE'rA1LS.ANCHOR.LOCATIONS HAVE t/-V TOLERANCE, c�
17IILIII 0.2 a PAN HEAD WOOD SCRENJS YYSj WTH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO SUBSTRATE WITH I' � '
4SJ MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO 2"-ANCHOR SPACING OF ON CENTER.LOCATE ANCHORS AS SHOWN IN Q U
y )
IQ ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LCCATIONS HAVE-I-1'TOLERANCE. Z U
_ J N
2 D r. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF 0FILLING SCREWS WITH SUFFICIENT LENGTH W S +m F
7 TO ACHIEVE 3 THREADS MINIM1Nt.1 BEYOND STRUCTURE.INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND I:11NI1.1UM N=Q Q
13 �_ �� ANCHOR-TO�ANCHCR SPACING OFT ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR m D-0- µ
EXTERIOR I g) LOCATIONS HAVE I.1"TOLERANCE CL(3J N
`J u
lr 0. INTERIOR AND EXTERIOR FINISHES BY OTHERS,NOT SHOWN FOR CLARITY. Z'n U_OZ
14 SEE GLAZING 9. PERIMETER AND JOINT SEALA14T BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112. UCD O(,)
��� >W
XT RI R p �ET 4 NJII'•1DOVJ ANCHOR-To- W o o rWiJ 'P
14 INTERIOR 3 HEIGHT EDGE DISTANCES ARE a in 4 J,r
�v�z
TYPICAL AND =�
MEASURED TO BOTH 7/8" O.A. LAMINATED CLASS O01-44ISTING W
3 5 SIDES OF SUBSTRAP OF: EXTERIOR LAMINATED GLASS - (2) I-W ®�`
\ 15 4 NOMINAL 1/�3" ANNEALED >L/+.SS W/ w> $R
+-0.090" KURA.RAY AMERICA INC. TROSIFOL a L
6 INTERLA'YER, 7/16" AIRSPACE 'A'/ L
STAINLESS STEEL SPACER (TYPE SS-D), m
2� 7INTERIOR 1/8" TEMPERED CLASS a n
RobErt J.Artloruc..P.E.
17 L3 13 Florld-n P.E.No.49752
2 \ IIll�tt/IIII
29 ` 19 25 EXTERIOR INTERIOR yPMES 4''0,
1 3 USED AS / p0•:'ti E=•.Gd;�„�
FRAME SILL Q; NO-44 52. :Qt
PERIMETER CAULK REINFORCEMENT 13
BY OTHERS
1/2" GLASS :10F
BITE
3/4" MIN. 1/4" MAX. _ O
\ SHIM SPACE 15
EDGE DIST.-- \ t3
EXTERIOR FINISH (-iYP.)
3 'THREADS MIN.
BY OTHERS_� -. \Y EMBEDMENT BEYOND-
INTERIOR WALL {
#14 SHEET METAL �-METAL SUBSTRATE BY OTHERS
SCREW/SELF-DRILLING SCREW GLAZING DETAIL 1
PRODUCT REVISED
INSTALLATION ANCHOR 44 pl in wth tho Flo da
(SEE NOTE 2, SHT. 1) emimo9�a8
No".. 20-'I N O3.07
A VERTICAL SL,CTION expiration Rota 05/0612025
IlfEt-AL SUBSTRA'I—E r
By ��
MI,,!-Oleo product cono-o
Q 6 �
1/4" MAX USED AS m ¢
2X WOOD-- - FRAMC JAMB N _
FRAME BY OTHERS SHIM SPACE REINFORCEMEN- , N IN
1 •4" MAX. SHIM SPACE- ��`.�.
(SEE NOTE 2, SHT. 1) 1 1/2" MIN. EMBEDMENT - CONCRETE a o
INTERIOR SHIM AS REQUIRED-1 1 o
1 31 ^\ ° MIN. EMBEDMENT - :dA50PJRY d
7 6 4 5 7 10
7114 WS: 1 1/2" MIN. EMBEDMENT 19 4 13 Q \ I =LL r° x�o
1 t 43 1/4" ITW TAPCON INSTALLATION ANCHOR I-. K m
{12. "J5: 1 3/A" F✓IIhJ. EMBEDMENT — 13 5 y I
3 � w
3 a �z
1/2"" MIN. EDGE DISTANCE - CONC. 00 d� o
#12 OR #14 WOOD SCREW 44 �- l 2" MIN. EDGE DISTANCE - MASONRY 5o sa W e
INSTALLATION AN_CHOR____
9 CONCRETE OR MASONRY
#14 WS: 1" WIN. EDGE DISr. V BY OTHERS w
J12 WS: 7/8" MIN. EDGE DIST. (SEE NOTE 2, SHT, 1) a
SEE GLAZING Q •-PROPERLY SECURED 1X m o p
PROPERLY SECURED 1X- DETAIL 1, WOOD BUCK BY OTHERS OD
SHEET
P.1;^y.bq• SHEET 4 ,:,..,. dN
WOOD BUCK BY OTHERS ': :' ''?:; 17__ 14 13 2 )1?.`,;• (SEE NOTE 3, SHT. 1) p�
(SEE NOTE 2, SHT. 1) 1 '` �
V —WOOD BUCK PROTECTION BY �w
SHEATHINGS / 17 2 13 14 EXTERIOR i 1, OTHERS (SEE NOTE 3, SHEET 1) a .6
2.6
BY OTHERS / J :'s _0 wp
// J/ `---EXTERIOR FINISH Z D w p m F z
EXTERIOR FINISH `—PERIMETER CAULK PERIMETER CAULK BY OTHERS v=¢�� m°a z
1L 11 ¢
7
BY OTHERS BY OTHERS BY OTHERS C a c»
HORIZONTAL SECTION z 5�o�
B WOOD FRAME SUBSTRA7T: ANCHOR-TO-SUBSTRATE C HORIZONTAL SECTION' 0 o�Z
EDGE DISTANCES ARE CONCRETE/R1e1SONR1' w F u�F nr eN
TYPICAL AND SUBSTRATE a ow
MEASURED TO BOTH
1/4" MAX. SHIM SPACE--a SIDES OF SUBSTRATE IUO a l��
INTERIOR SHIM AS REQUIRED ®2° °
Q3 13 5 4 66 (�7) 10 1 �w 8+
\ \ #14 SHEET METAL w`)
\\ ; 44 SCREW/SELF-DRILLING SCREW
Q
\ \\\ INSTALLATION ANCHOR _ _
Robert J.A P,E.
MIN. Florida P.E.rJo.No,49752
T. (TYP.)
!/ ............ DI' ``,�.�SPME3.fo, ,
' - c .3 THREADS FAIF-I. * *._
'SEE EMBEDMENT BEYOND INTERIOR WALL
GLAZING 1,
DETAIL 1, P�t STATE'0 fur$
SHEET 4 METAL SUBSTRATE BY OTHERS
(SEE NOTE 2, SHT. 1) ��4S�ONAL�C:•���
'rrnnnun?"
17 \ 1:
14 13 2 `-EXTERIOR FINISH
PERIMETER CAULK. BY OTHERS
BY OTHERS
PRODUCT REVISED
p1 Ing with the Florida
Sou`aehe zeao
Now-No. 20-1103.07
OD_�HORIZONTAL SECTION e Po-aaaaoateosJocraD2s
METAL SUBSTkA17
Mi m��3ro��4ontrol
RAME SASH
GLAZIG
SCREE
SASH
RAM
ORCEMENT
0 0185E TYP. WALL THICKNESS O 0 080"E TYPE WALL THICKNESS O 0070N TYP AD O 0 045" TYP. 17 0.05" TYP.FWALL THICKNESS N N
WALL THICKNESS WALL THICKNESS GALVANIZED N N 0
a
3.250 --2.459-- o
�� — -- - 0.750
_ ❑}}CZ�ro�J 0.552 9 - ( o°_
0.779 K Z=o�z
0.6L°
ZQa Uaw2.527 2.4.?4 ....._.S 1.03 .�
L.777
i
.498-
--1 1.412_.....__ -- 0.;51 1
a
0
2z
00 �2
(3 S''n w Z
Z Wa
,62
a mU fzN'.
<wr
F w 0O-
WELDED MITERED z=o z<
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CORNER CONSTRUCTION -o'oz
0 14W
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va
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w� s�
a ��w
w
Robert J.Ama.uco.P.E.
Flontla P.E.No.49752
DETAIL 1 �0
MASTER FRAME
PRODUCT REVISED
�plwF ortla
CONSTRUCTION dCo
NOA-No. 20.1103.07
(SASH FRAME SIMILAR) Explrotien Date 0 510 612 0 2 5
By
Miami-Da aProduct Coniro
< 4 4
Series Tech 5205 Impact Casement/Bill of Material iP 2 it
Item No. Description Part Numbers ISupplier Material
Frame Components o
1 Master Frame IV White 1083/7783 Energi I Royal White PVC(2) o
2 ISash Frame Operating Sash) JIV White 1084/7734 Energi i Royal White PVC 2 x m w x
3 Glazing Bead Stop(Operating Sash) IV White 1080/7763 Energi/Royal White PVC 2) iz
w o o o m
Screen Components G w w a
�Z G
��
4 Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum i <o o < w
5 Fiber lass Screen Cloth Charcoal!36"x 600' 3000020 Phifer Fiber lass E a w U
6 Screen Spline H/W) EX-FLX-Q165-BK Imperial Plastic USA w
7 _Aluminum Corner Keys CK252X260 Hygrade Metals Aluminum z Y
10 Screen Clip Clear 8794362 Ashland Hardware
11 30PP12-18P50-9116 X1 3/8 X 3 Foam Block W0511022 Lindenmeyr _
12 Accessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones
S
Glazing o a o
13 Wet Glaze(Operating Sash 552 Sikaflex Black Sika US o °
14 Operating Sash E366 2.7mm/0.90 PVB Interia er IG Hurricane Laminate Im act Cardinal Kuraray America,Inc.Trosifol PVB o 0
15 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 I Frank Lowe Neoprene w/70 to 90 Shore A Durometer i F
16 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) Cardinal Stainless Steel w
Reinforcement,Hardware and Hardware Fasteners(not all components ID'ed in section views) ^w¢ m
17 Sash Frame Reinforcement(OperatingSash ST-888-168-0.062 H rode Metals O50"Galy. 1 =a W w W z
18 Sash Lifter 22648 Amesbury/Truth a.0 Na
19 Encore Awning Operator 51.11.00.211 Amesbury[Truth WO
u rn 2
20 HGE CSM UL Assembly Egress 14.12.00.230 Amesbury/Truth Uj o z c
21 Encore Keeper LH 32627.93 Amesbury/Truth w
rr,m
22 Encore LH Stud Bracket 14690.93 Amesbury frruth z
Z6
23 Encore Tie Bar Guide 33705 Amesbury frruth x `s
24 Encore Multi-Point Lock/Short/Gasket 24.30.32.004 Amesbury!Truth W ® s=
25 Encore Folding Handle 12616.32 Amesbury Irruth cn J
26 Encore Operator White Gasket 32658 Amesbury!Truth i U
27 Encore SupportPlate 23822 Amesbury/Truth
W Ur
i 28 Operator Spacer 21544 Amesbury/Truth A g
29 Track Operator 14.5 Impact 32384.93 Amesbury rrruth
30 MP Tie Bar Guide 1459D.92.00.110 AmesburyFlorltla!Truth Rebar ,An'or,P.E.Na,w.P.E.
49752
31 Snubber Interlock 22999.92 Amesburyfrruth
32 #10-24 x 11116"Self Tapping Machine/Lock Handle 19128.92 Amesbury Trruth +�e+�1pkES 4".,��,
33 #8 x 5/8"Tek/Snubber 120934 GLF Corporation a'ow� 'e�eENSE
34 #8 x 5/8"Tek/Stud Bracket 120934 GLF Corporation No as 52 .a
35 #8 x 518"Tek/Sash Hine 120934 GLF Corporation -vi,f t 29 qa
p'. STATE 8- .W-
36 #6 x 5/8"Tek/Sash Reba H) 117595 GLF Corporation 'o•• •�u,.
37 #6 x 5/8"Tek/Sash Rebar W 117595 GLF Corporation
38 #8 x 1"Tek/Flat Head SS Tiebar Guide 119977 GLF Corporation
39 #8 x 1/2"Pan Head I Keeper Screws 120145 GLF Corporation
40 #10 x 1"FLT SharpPoint!Operator Screws 127318 GLF Cor oration
41 #5 x 3/8"Tek/Screen Clips White 1116506 GLF Corporation
Installation Fasteners
42 1#12 OR#14 WOOD SCREW I n/a n/a Steel
43 1/4"ADVANCED THREADFORM TAPCON n/a ITW Steel PRODUCT REVISED
44 #14 SHEET METAL OR SELF-DRILLING SCREW n/a n1a Steel B.11di.9tioa with t""Fleriaa
NDA-No. 2D-1103.07
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized Expiratio,Rate 0 510612025
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). By ='/),
Miami-Dad,Product Control