HomeMy WebLinkAboutNotice of Acceptance R RECEIVED
I
DEC 0 1 2021
MiAMhDADE ST. Lucie County, Permitting MIAMI-DADS COUNTY
a PROD CT CONTROL SECTION
11805 SW 26 Street.Room 208
DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES( ��=-2590
Miami.FL 33175
BOARD AND CODE ADMINISTRATION DIVISION F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) amidade. oy/economy
Regency Plus,Inc. COMPLIANCE
2000 Locust Gap Highway
Mt. Carmel,PA 17851 ST. I E O UI 7 TY
COPE: 1 . 7,
This NOA is being issued under the applicable rules and regulations go�verrning;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 a Mowed 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 �ith the Florida Building
Code. including the Minh Velocitv Hurricane Zone. a
DESCRIPTION: Series"Tech 5505 Vinyl'Horizontal Rolling Window(XOX)I—L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding
(XOX) Window - L.M.I", sheets 1 through 9 of 9. dated 12/05/2018. with revision "A" dated 10/20/2020,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E., bearing
the Miami-Dade County Product Control Revision stamp with the Notice of Xcceptance 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.
model/ 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'INOA 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#19-0124.04,consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted doctunentation was reviewed by Sifang Zhao,P.E.
NOA No.20-1103.04
HAMI•DADECOUNTY Expiration Date: July 03,2024
o Approval Date: January 21,2021
01/21/2021 Page 1
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Regenev 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#19-0124.04)
2. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX)
Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert James AmOPUSQ, P.E.
a
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 202-914
4) Large Missile Impact Test per FBC, TAS 2011-94
5) Cyclic Wind Pressure Loading per FBC; TAI'IS 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 extruded vinyl frame
horizontal sliding windows, prepared by National Certified Testing Laboratories, Test
Report No. NCTL-110-21458-1. dated 10/18/18, signed and sealed by Harold E.
Rupp, P.E. (Submitted wader NOA#19-0124.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis; complying with FBC 61h
Edition (2017), dated 01/08/2019, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA#19-0124.04)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS 1
1. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. NOA No. 18-0122.02 issued to Energi Fenestration Solutions USA, Inc., for their
"White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on
02/28/23. i
F. STATEMENTS {'
1. Statement letter of conformance, complying with FBC-6" Edition (2017), and of no
financial interest dated 01/18/2019 issued b . PTC Product I. y od De sign s �n Group, LLC;
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA#19-0124.04)
G. OTHERS '
1. None. L
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Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.04
Exph ation Date: July 03,2024
Approvzl Date: January 21,2021
E- 1
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Regencv Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX)
Window - L.M.I", sheets I through 9 of 9, dated 12/05/2018. with revision "A" dated
10/20/2020.. prepared by PTC Product Design Group. LLC, signed and sealed by
Robert James Amoruso, P.E.
B. TESTS I
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 19-0305.02 issued to Kuraray America;Inc. for their"Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. NOA No. 18-0122.02 issued to Energi Fenestration Solutions LISA, Inc., for their
`'White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on
02/28/23. d
9
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-7°i Edition (2020), and of no
financial interest, dated 10/20/2020.. issued by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
G. OTHERS
1. Notice of Acceptance No. 19-1024.04, issued to Regency Plus,1Inc. for their Series
"Tech 5505 Vinyl"Horizontal Rolling Window(X'OX)—L.M.I., approved on
07/03/19 and expiring on 07/03/24.
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Sifang Zhao,P.E.
Product Control Examiner
1 NOA No.20-1103.04
Exph ation Date: July 03,2024
Approval Date: January 21,2021
E-2
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REGENCY PLUS, INC. a
SERIES TECH 5505 VINYL HORIZONTAL SLIDING (XOX) WINDOW � G
0
LARGE MISSILE IMPACT RESISTANT
ry'� y �7 ANCHORAGE
g$' �p,q('� � o
NOTES: INSTALLATION 1'�1®Cl�®1®AGE DETAILS 0 u
,1
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(HVHZI. a �S
w
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK.METAL FRAMING AND CONCRETE/NIASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. a
3. 1X BUCK OVER CONCRETEIMASONRY 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.
o m
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201.TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-21458-1,DATED 10/18/18 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD Z a i LLO
E.RUPP.FLORIDA P.E.
J MATERIAL: x w
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER THE CURRENT MIAMI-DADE NOA. Ox o
5.2. REINFORCEMENT: C
5.2.?. GALVANIZED STEEL BAR(0.72"X 0.355".Fy=30.50 ksi&Fu=37.5-68.7 ksi)-ACTIVE STILES ?
5.2.2. GALVANIZED STEEL C-CHANNEL(0.73"X 0.434-X 0.060"THICK,Fy=3050 ksl&Fu=37.5-68.7 ksi)-RAILS AND FIXED MEETING STILE, Z 1 n o vi
5.2.3. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.060"THICK,Fy=30-50 ksi&Fu=37,5-68.7 ksi)-FIXED MEETING STILE �.-o
5.3. LAMINATE GLASS INTERLAYER;TROSIFOL INTERLAYEP,BY KURARAY AMERICA,INC.PER THE CURRENT MIAMI-DADE NOA. j a a q W s U z
1—w
J Q Z a 7
6. GLAZING: M O w O p
6.1, GLAZING DETAIL AS TESTED: V�z E Z
6.1.1. OVERALL:7/8-NOMINAL INSULATING LAMINATED GLASS. W U Q=
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. Ur O L)�
6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0,090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. ui J F-z
6.1 A, SPACER TYPE/SIZE:CARDINAL XL EDGE 7/16-STAINLESS STEEL SPACER(TYPE SS-D).
Ci1, .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. N "'
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. 2 fi
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR Ti IE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w
Lo
I
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVH2. w
Lo
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 114". (9
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 ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE I.1"TOLERANCE; Robert J.Amoroso,P.E.
HOWEVER MINIMUM REQUIREMENTS MUST BE MET. F10du P.E.No.49752
10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: �p�SNMES q��4i�.
10.1. EN
812 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8-MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR=TO-ANCHOR SPACING OF 2"ON CENTER LOCATE .��S•,CS 4I09�G
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE r/-1"TOLERANCE:HOWEVER MINIMUM REQUIREMENTS MUST BE MET,
10,2. N14 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.LOCATE e No 49-b2 5.-O
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+!-1'TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET.
'a iw tpp 4 y �
9• STATE'O n �( i
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 314"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 41-1"TOLERANCE. i'•�F"�C pp Orr6\��i
--12.--At1.-,I. -TO BF.rORROSION RESISTANT OR I4AVE A CORROSION RESISTANT-COATING-- ------ - _- __--_ _ ___ _ __ - - _ 4S�QNA ,..°
Is
TABLE OF CONTENTS -
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS SHEET DESCRIPTION
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
13,1, WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON.HVHZ)AND 0.55(HVH2) 1 NOTES
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 2 ELEVATION&ANCHOR LOCATION
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY,117 PCF I
PRODUCT REVISED
13.4. METAL STRUCTURE,MINIMUM:STEEL 18GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.043"THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS as complying with the Florida
13.4,1, STEEL SUBSTRATE TO MEET MINIMUM FBC HVH2 CODE REQUIREMENTS, q VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES Building Code
14. APPROVED CONFIGURATIONS:XOX.OX AND XO.OX ANC)XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. -- NOA—No. 20-1103.04
14.1. FRAME HEIGHT WILL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX. .5 HORIZONTAL INSTALLATION DETAILS Pi'C Pr«1ua ucelgn Group.u.c
FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS- Expiration Bata 07/03/2024
14.2. DAYLIGHT OPENING(DLO)WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. 6 CONSTRUCTION DETAILS PO Bo.520775
Lcu',9�wr/.FL:32752-O'7'75
-=__j4.9..,_ANCHOR-LOCATION AND QUANTITIES USED IN INSTALLATION.WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX.: -. 7&8.- BILL OFAI TERIALS- - -- By -' 321-690-1788 Intogotccom.mm
14A. WEEP HOLE QUANTITY,-COCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED Miami-Dario Product Control FBPE CErtij'c Ic or Auihm¢efwn
DUE TO THE I.OWEP,FRAME WIDTH, -
9 COMPONENTS No.25935
28 a""MAX.
32"MAX DLO WIDTH a
ACTIVE 41"MAX.DLO
PANEL WIDTH 8 B d
WIDTH 3 a e
----._.-------- w o k F
DESIGN PRESSURE RATING PSF O o z
( ) IMPACT RATING
a C
+55.0/-55.0 LARGE MISSILE
E5 / / 5
X J IMPACT w
2 F- LD
DO = p = —- --
XX XX ��(( NOTES:
5 ¢S2 W
e W 0 C w C"' 2 1y = 1, MAXIMUM ACTIVE PANEL SIZE:32"X 59-7/8"
�iw] W = N = W 2. DAYLIGHT OPENING(DLO)SIZE: z m o
= 5 /�/ Q t1 O /� 5 O 2.1. ACTIVE.:28-3/4"X 56-5l8"Lr
Op N a
U F LO-j F U Q 2.2' FIXED:41"X 57-1/2" z v g a o
3. WEEP HOLE SIZE AND LOCATIONS S s
3.1. INTERIOR SILL INSERT o z w
--—�- 3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH x O
NOTCH z G Q
3.1.2. LOCATION:EACH END AND
31.5")FROM EACH END OF THE ?C=7�_ uJi ro
INTERIOR SILL INSERT qj m¢ ¢o ¢ ,z
A A 3.2. EXTERIOR SILL TRACK 5 0-a Z x 3 w
-- 3.2.1. 0.75"WIDE BY 0.25"HIGH NOTCH ° (Dw o z
3 4 3.2.2. LOCATION:EACH END OF THE : o
111"MAX.FRAME WIDT - EXTERIOR SILL TRACK w U 2 0x z
3.3. INTERIOR SILL TRACK 00 O-'
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1, SIZE:0.375"DIAMETER W Jo g z o
- 3.3.2. LOCATION:165'AND 32.5"FROM o
EXTERIOR VIEW ¢
EACH END AND MIDSPAN OF THE N N W 6
11"MAX. 5-1/2"MAX.TYP. INTERIOR SILL TRACK x
10"MAX. 3.4. EXTERIOR SILL TRACK w w
9"MAX.TYP. —� I+— 10"MAX. 3.4.1. SIZE:1"WIDE BY 0.25"HIGH N
—� 3.4.2. LOCATION:EACH END OF THE w I
EXTERIOR SILL TRACK w
10 3.5. EXTERIOR SILL FACE
3.5.1, SIZE:1.25"WIDE BY 0.25"HIGH WITH F
PLASTIC WEEP COVER Robid J.Arooruso,P.C.
3.6.2. LOCATION:3"FROM EACH END OF Flo"da P.E.N".49752
THEE DETAIL SHEET
SILL FACE NVESN4�
13°MAX.TYP. 4. SEE GLAZING DETAIL SHEET 4 OF 9. ���•'t IpMES q�h,��
`.pOFP�.�GENSF O96J
O t_ � � �p�
SATE Qj�39 i
�— 4"MAX.TYP. NOTES: PRODUCT REVISED
3"MAX.TYP. — co ith the Florida
1 yIng
1. HEAD AND SILL ANCHORAGE THE SAME. as Building Codcw
9"MAX.TYP. - - —.- — 6"MAX,TYP. 2• ./-1"TOLERANCE ON ANCHOR LOCATION. NOA-No. 20-1103.04
2.1. TAPCON MINIMUM SPACING IS V OC.
9"MAX TYP — 2,2. WOOD AND TAPPING SCREW MINIMUM Expiration Date 07/03/2024 PTC Propt DeBox 520775 P'LLC
SPACING IS 2"OG. L-9—d.FL 32752-D775
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW By '� 321-690-1783ura."
Miami-Dodo Product Control FBPE,dffil.to of Autnorlsatd"
EXTERIOR VIEW-ANCHORAGE NJ No.25935
PROPERLY SECURED 1X 1/4" ITNJ TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK BY OTHERS ' 13 INSTALLATION ANCHOR w
INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1) `a
(SEE NOTE 3, SHT. 1)-�\ #14 WS: 1' MIN. EDGE DIST, L o 3
WOOD BUCK PROTEC11ON \ � 1FDGE DUST. �� L W.,. / MIN. EDGE DIST. 2X WOOD OTHERS
�
BY OTHERS (SEE NOTE ` BY
...
\ T LL
CONCRETE BY OTHERS- •: •�. _---__. _-_� _ _ -
� ...., � �SHEATHINGOTHERS
(SEESEE--- SHT � o R
( NOTE 2 1
(SEE NOTE 2, SHT. 1) 1 1/2" MIN.
EMBEDMENT EXT I FINISH "ri. #14 WS: 1 1/2" MIN. EMBEDMENT
EROR FN - \
BY GTHERS 12 WS: 1 3 8" MIN. EMBEDMENT e' t
:..-•�.,�., - rot '�.. on 8
SHIP, SPACE ------ -- -l-
::.
--/
EXTERIOR OTHERS 21 "-� SHIM SPACE
PERIMETER Q CAULK D`-- g
BY OTHERS 32 PERIMETER CAULK` 21—�� BY OTHERS Q Z
7 32 �
m o,Fy o
Iu C LL
f1 8 - z J q a O
IU( 19 - �g
7 O J a L
2 19 � ...� 15 19 } X'Q n
10 � a_zw
i� 2 16 _5 U'vn p❑
tlI S,Q {F=wK Z
VERTICAL SECTION VrELKgIOLz Jaw N Q
�� �._VERTICAL SECTION >OPERABLE SLIVULSHU11rN• WOOD SUBSTRATE WINDOW Z O Z
vJlh![i(iW EXTERIOR INTERIOR EXTERIOR � u w� �rn
PLl'ED SCvI1LAR OPERABLE PANEL SHOWN. HEIGHT lulOHEIGHT
PSRf:D SIMILAE w J F Z U
o g >on
F
15 4 - 15 4 N , w
(2
16 ANCHOR-TO-SUBSTRATE 16 27 " >
ip 8 EDGE DISTANCES ARE
(2) TYPICAL AND 10 e w tS
r 21' MEASURED TO BOTH 79 �-�\ 21 u)
SIDES OF SUBSTRATE ❑ w I
1 32 6 w
PERIMETER CAULK-� I t�.....� ( I 1 �1�- Robert J..E.No.o,F.L.
BY OTHERS \ U J l Clll-1I FI da P E.N n97 t
\' �C J 1/4" MAX.. 24 _�L -�� 1/4" MAX. �t�r,QL� ..........'�09 -ry
+ -- �� �� SHIM SPACE --- "--- SHIM SPACE M' F G
— --- - --�"J PERIMETER CAULK j ��C4No
EXTERIOR FINISH---__ BY OTHERS
BY OTHERS '9 - PROPERLY SECURED 1X WOOD BUCK I
SEE NOTE 2, SHT. 1 a, IEM EDfvIM BY OTHERS (SEE NOTE 2, SHT. 1) �f.•����-. 1 q WS 1 1 2'.I,.fIhL EMBEDMENT A�4, A- Eyg.
COtCRETE BY OTHERS -- TAxr `
( ) a #1 / �S 0!ROP 6�?�
— ----____-- EXTERIOR FINISH _ - - �� {l12 `JJS: 7 3/3" Mlta. EMBEDMENT 'pis/ONA���P`'��?`
WOOD BUCK PROTECTION--�r e BY OTHERS
BY OTHEP,S (SEE NOTE
SHEET 1 1)) �_4 1 1/2" MIN.
/ EDGE DIST. SHEATHING -\\\ 2X WOOD
BY OTHERS BY OTHERS
PROPERLY SECURED 1X 1/4" !TW TAPCON 13 ` (SEE NOTE 2, SHT. 1)
WOOD BUCK BY OTHERS INSTALLATION ANCHOR #14 WS: I" MIN. EDGE DIST.
(SEE NOTE 3, SHE 1) #12 W5: 7/8" MIN. EDGE DIST. PRODUCT REVISED
#12 OR 14 WOOD SCREW as comp)yyIng with the Florida
# Building Codo
VERTICAL SECTION INSTALLATION ANCHOR 12 NOa No. 20.1103.04
A —
(:ONCEI:TE SLIBS'1'RATg PTC Product Design Croup,LLC
OPEI2AISl.fi PANEL Sf101VN. VERTI(:AI,SECTION Expiration Date 07/03/2024 PO Box 52D776
EIXED SIMILAR A WOODSUBSTKA'TE By Longv .d.FL 32752-D775
OPL•.RAFSLF.PANEL SHOWN, 321-699-Hatt infoCPt1 aoP com
PBLEP NrLSR Miami-Dade Product Control FBPE Coroticate of AuU__t_
Flu.25935
INSTALLATION NOTES:
1, APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING' ( <
#14 SHEET METAL 28 1.1. WOOD FRAMING,
SCREVJ/SELF-DRILLING SCREW 1.2. STEEL STUD FRAMING. 4
INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND d
1.4. CONCRETE ANDIOR MASONRY. . n
METAL SUBSTRATE
BY OTHERS 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY U
(SEE_ NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF
EXTERIOR FINISH--- RECORD.
BY OTHERS .3/4" MIN, / 3 THREADS MIN. a o� g
3. ,X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX o
EDGE DISL,�J1 EMBEDMENT BEYOND BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
(TYP.) INTERIOR WALL 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
:fit 1/4" MAX. RECORD.
!-SHIM SPACE
4. 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 114". W co
PERIMETER CAULK � 21 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1l2"MINIMUM EMBEDMENT p ZZ �+-
BY OTHERS Q=Q INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE Z R Ja 0
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR ss U) u K
38 LOCATIONS HAVE+/-1"TOLERANCE.I
t-I Iu 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: } X U n
6.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM 1 y Z
L �9 —.�4, EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR,SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND tj in p r�
�..J INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+/.1"TOLERANCE. Z N ' vi
/1"5 6.2. N14 PAN HEAD WOOD SCREWS(WSj WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT I14TO SUBSTRATE WITH 1"MINIMUM .Z`' 1-t <
\2 16 y EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND d a Hr, Z
10 INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+/"1"TOLERFNICE. Z
U O W
W
7. FOR ANCHORING INTO METAL STRUCTURE USEl114 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO U
I�T�RI.QR ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR.-TO-ANCHOR Z 7 Q 00
EXTERIOR VERTICAL CAL SECTION SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE H"1" �UO U�t--
R hih-TAW.SUBST"I:A'[H WINDOW TOLERANCE. W r:Z g
�'E PANEL STIOit:N, HEIGHT o >
FLl'HD SINILLAR 8. INTERIOR AND EXTERIOR FINISHES 6Y OTHERS.NOT SHOWN FOR CLARITY. N o FQ-
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE NTH ASTM E2112. "'Z
i5 � W<
10 16 27 B ANCHOR-TO-SUBSTRATE N a '
�\ ,l EDGE DISTANCES ARE (1:w
19 21 TYPICAL AND 7/8" OA. LAMINATED GIASS >
MEASURED TO BOTH CONSISTING OF: EXTERIOR LAMINATED to
`t 32 s SIDES OF SUBSTRATE 75 GLASS - (2) NOMINAL 1/8" F vt
ANNEALED GLASS W 0.090"
22 --- K,URARAY AMERICA INC. TROSIFOL— -_ Fieend ftb�nJ.A.No.
P.E.
f FI nd P E.No 49 5[
— ----INTFRI A"FP, 711;' NNSPAC- t`t.nunyr
SS-D), INTERIOR 1/8" TEMPERED
LESS STEEL SPACER (T(PE ;�ertQ`��GEEN F�o9G' t°
\L-
24 1/4" MAX. EXTERIOR G1.A55 EXTERIOR 15 �� � _ v' '1
j�Cr No,i�9 52 p
SHIM SPACE 15 I I \ 26 26 1 ! J 4y�;�,*�
PERIMETER CAULK - �--- —�- is 2 / A ° s AF01 1E r to 1
BY OTHERS.- y 1 39 t7 LS RI ,�c�SA��2f`
.3/, m N. 3 THREAD --- /4 - - - ---- - -WIN, I T % _._ i - - - � �
EDGE DIST. EMBEDMENT BEYOND) GLASS BItE I IINJ��� I
(TYP.) INTERIOR WALL
EXTERIOR FINISH -� ---- - 16 ` _, r� --- ---- -
BY OTHERS-� \ 1 METAL SUBSTRATE 1 -1 _ 27 4
#14 SHEET PrIETAL' \�BY OTHERS -� �, JI 16 In� 27
SCREW/SELF-DRILLING SCREW (SEE NOTE 2, SHT. 1) IE1F / PRODUCT REVISED
INSTALLATION ANCHOR 28 �� _ yyy"' as complying with tho Florida
----" Building Cod.
GLAZING DETAIL 1 GLAZING DETAIL 2 NOA-No" 20.1103.04
A VERTICAL SECTION GLAZING Product Design Group,LLC
h,E AI-SUBSTRATE FIXED LITE OPERABLE LITE Expiration Date0710312024 PO Box 520775
.FL
OPERABLE LSHOWN' B 1 intaCPt cmp.cam
FIXED STMI S[M11ILAIL Y 32-690-1788Longwood 32752-0775
Miami—Dade product Control FBf'E Certificate9nu
59 t: morization
o.235
i
K
k t"
1/4" MAX. SHIM SPACE-
SHIM AS
_ 1/4" MAX. REQUIRED� _1 1/2" MIN. EMBEDMENT - CONCRETE d
#14 WS: 1 1/2" MIN. EMBEDMENT �I SI-IIM SPACE 1" MIN. EMBEDMENT - MASONRY �
#12 WS: 1 3/8" MIN. EMBEDMENT 1 T 6 03 INTERIOR SO 6 T t� t3 1/4" ITW TAPCON INSTALLATION ANCHOR
Ff F
2X WOOD FRAME BY OTHERS---
.......... �] w
(SEE NOTE 2, SHT. 1) 21 1 1/2 MIN. EDGEI DISTANCE -- CONC. a R r
#12 OR #14 WOOD SCREW 12 U Q INSTALLATION ANCHOR-A, 2" MIN. EDGE DISTANCE - MASOiJP.Y w
-- T- a
O a 15 15 CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. V BY OTHERS z
P12 WS: 7/8" MIN. EDGE DIST. 21 21 '4 (SEE NOTE 2, SHT. 1)
32 32 `.Q $ r
PROPERLY SECURED iX WOOD BUCK
PROPERLY SECURED 1 X WOOD BUCK-� � o
° �. ° a BY OTHERS (SEE NOTE 3, SHT. 1) z A d
'` 5 P•.•, i elf
BY OTHERS (SEE NOTE 2, SHT. 1) :1"J'7:}��';�'; �# ` '•a'- Xw
- WOOD BUCK PROTECTION BY p
OTHERS (SEE NOTE 3, SHEET 1) �Q
SHEATHING / xS�.�.:•?. 'ri` 2 w
BY OTHERS , 1Da EXTERIOR 10g •� 2 ?o
/ `---EXTERIOR FINISH z. p a vi
EXTERIOR FINISH) PERIMETER CAULK PERIMETER CAULK-) BY OTHERS <
BY OTHERS BY OTHERS BY OTHERS - M a-0- Q r z
a.00 W o Q
�C EIORiZONTAL SECTION __ __ U)I,w
HORIZONTAL SECTION z�<o z
wooD fRAMI SUBSRATE ANCHOR-TO-SUBSTRATE D w 0 a =-
!OPERABI.BPANEI.S}ipWN. EDGE DISTANCES ARE CONCRETE/MASONRY 000�q
FIXED PANEL SMLA FOR OX) TYPICAL AND SUBS"PRATE o
R g S
MEASURED TO BOTH (tOPERABLE PANELSHOWN, oo O
SIDES OF SUBSTRATE FIXED PANEL SIMILAR FOR OS) a N nt 4
1/4" MAX. 5'Flltil SPACE-- - x�
SHIM AS--\ w
REQUIRED J(SERIOR N g
28 #14 SHEET METAL w
t6 3 T 1 SCREW/SELF-DRILLING SCREW tt 9 `z 7 14 16 4 t5
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21 INSTALLATION ANCHOR
3/4 MIN. — RondaP.E. 5 No.49752
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21 _ _-- 3 THREADS MIN. 17
EMBEDMENT BEYOND INTERIOR WALL ---- a❑ 33 9 1 @' :�i_
32� METAL SUBSTRATE BY OTHERS
(SEE NOTE 2. SHT. 1) -` �!�♦'o�s'�1 p.R IO`` \-.
♦ f fG
1013 411, 15 25 10
•EXTERIOR FINISH
PERIMETER, CAULK- BY OTHERS EXTERIOR
BY OTHERS I HORIZONTAL SECTION PRODUCT REVISED
as comp)yying with the Florida
B
Building Codo
NOA-No. 20.1103.04
E FIORIZON'CALSECTION Expiration Date07/03/2024 PTO Product°e„n Group,u-o
51I PAL SUBSTRATE Po Bo:520776
!OPERABLE PANEL SHOWN. By Longwood,FL 32752-0775
FIXED PANEL SIMILAR FOR OXi Miami-Dade Product Contro 321-690-178a IntoC�ptc-ccrp.com
FBPE Crrtf,..1e of Authorization
No,26935
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FIXED MEETING RAIL TO FRAME DETAIL Z=�o5
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CORNER CONSTRUCTION
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\ \� PRODUCT REVISED
\ as oomplying with the Florida
Building Yodo
NDA-No. 20-1103.04
CORNER DETAIL Expiration Dato 07103/2024 FTC Product-520lqn Group,LLC
PO 8nr 520752
Longwood,it 32752-0775
— BY 321.650-1733 intoLPlr�orp.cant
Miami—Dade Product Contra FSPE Certiocato of Authorization
F!o.25935
Series Tech 5505 XOX 3-1-Re Impact Slider/Bill of Material
Item No. Description Part Numbers Supplier Material(Nobs
1 Master Frame(W&H) IV White 106017720 Energi I Royal White PVC 2
Ya
2 Sash Frame(Operating Sash)1 Vents W&H) V White 1282/7750 Energi I Royal White PVC(2) g
3 Gla2jrKLiftrail Handle Operating Sash I Vents(H) V White 106817747 Energi I Royal White:PVC 2 k
4 Glazing Bead Slop(Operating Sash)/Vents(H IV White 106717745 Energl I Royal White PVC(2) °k F
5 Pocket Cover Heights I Vents(H) IV White 1073/7739 Energi I Royal White PVC(2) a: o
6 Pocket Cover Heights/Vents W IV While 107317724 Energi IRoyal White PVC 2 a =w
6 Pocket Cover Holghts I(W) N White 107317724 Energi I Royal White PVC(2)
7 Sash Cover(Operating Sash)/Vents(H) V White 107817725 Energi I Royal White PVC(2)
8 Operating Sash(W)Reinforcement ST-226-144-0.052 Hy0rade Metals .060"Gaiv.(1
8 Impost Mullion(H)Reinforcement ST-226-144-0.052 Hygrade Metals A60"Galv.(1) m
9 Interlock Cover(Operating Sash)I Vonts(H) IV White 118017727 Energi/Royal o = 8
10A Double Leg Frame New While 06515NEW192 Shapes Unlimited Aluminum z a tl
10B Single Leg Frame New White 06616NEW192 Shapes Unlimited Aluminum o
Safe Seal Lock 3220SS-003-EW Vision Industries
11 Safe Seal Keeper 8292A-003-EW Vlsion Industries
vxo�n
12 t#12 or#14 Wood Screw(UVS)(Iristallatlon Screw) nla . rVa Steel
13 1/4"Advanced Threadform Tapcon Installation Screw n/a nw Steel a a�w z w Z
14 Operating Sash-Lock Side(H)Reinforcement 615242-120-Solid Joseph Famo Steel Solid Bar Galv.(1) a CD w o E
15 70'O.A-Insulating Glass(See Glazng Detail on Sheet 4) Hurricane Laminate Impact Cardinal z� 00
16 Wet Glaze(Operating Sash)1(Fixed Center Section 552 Sikaflex Black Sika US. 0 o 0
W J Hirt2
17A PW Glazing Bead Fixed Center Section) H) IV White 1080/7753 Energi I Royal g >
17B PW Glazing Bead(Fixed Center Section)(W) N White 110317726 Energi I Royal N
18 Impost Mullion(Fixed Center Section)(H) IV White 1063/7735 Enetgi/Royal W
19 Sash Stop Frame Cover l Vents(W) IV White 1070/7736 Energi I Royal w
20 Pocket Insert/Center Section PW ) IV While 1079/7737 Energl IRo I a '
.210 x,300 Fin Seal Pocket Cover(W)11073/7724 W23303NW0000 Ultra-Fab v
.210 x.300 Fin Seal Pocket Cover(H)1107317724 W23303NW0000 Ultra Fab r F .
,210 x,300 Fin Seal tm osl Mullion H /1063/7735 W23303NW0000 Ultra-Fab Robor1J.Am—,P,E.
,187 x,300 Fin Seal interlock Cover(H)1 1 180/7727 W23301NW0000 Ultra-Fab Flontla P.E.Na.49752
21 .187z.300FiriSealIiterlockCover o- IBiock§ 11180/7727 W2330INW0000 Ultra=Fab ���a30NES"��'''•
.187 x,300 Fin Seal Sash Frame(H(11282 17750/Ener i W2330INW0000 Ultra-Fab
.187 x.300 Fin Seal Sash Frame(W)l 1282177501 EAcriorTop IW2330INWOOOO Ultra-Fab lr
�* Ne as ss
,210 x.220 Fin Seal Sash Frame(W)11282I77501 Extorior Base IW23223NWOOCO Ultra-Fab
.270 x.220 Fin Seal Sash Frame(H)/Single Leg Screen Frame 1WI12257WO000 Ultra-Fab
--- p,Fs•.:on.... 6�0
PRODUCT REVISED
as complying with the Florida
Building Cod.
Now-No. 20-1103.04
Ex iration Date 07/03/2024 PTC Product Design Group,LLC
P PO Box 520775
Longwood,FL 32752-0775
By 321b90-17EE info@ptccnrp.—
Miami—Dade Product Control FBPE Corp&ate of A.b,.,..6.n
No.25935
Series Tech 5505 XOX 3-Lite Impact Slider J Bill of Material(Continued)
Item No. Description Part Numbers Supplier Material(Notes) 9
o
22 Stainless Steel Ball Bearing Rollers WR03-R3 Product Design
23 Fluidcerra TilL Latch 1057A.003-EW Vision Industries Steel-Zlrrc Coaled(3) d
25 Impost Mullion(H)Reinforcement ST-888-168-0,062 Hygrado Metals. A6!)''Gaty;(1)
26 ENDUR IG with XL Edge SS Spacer SS-D TYPE rira Cardinal Stainless Steel W 5
Glass Setting Blocks Sash(W)Top!Sash(H) 2NB-SK-0;125-032-064 Frank Lowe Neoprene wf70 to 90 Shore A Durometer w o o
27 Glass Setting Blocks Fixed Base 2NB-8K-0,125.032-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer
Glass Setung Blocks Sash(W)Base 2NB-8K-0.125.028-028 Frank Lowe Neoprene w170 to 90 Shore A Durometer
28 #14 Sheet Metal or Self-Drilling Screw(Installation Screw) rVa Na Steel n
29 #6 x 1 114"Tek White/Impost Mullion Rebar(H)(Item No.8-Reinforcement) 156180 GLF Corporation g
30 tt B x 3112"Phil Pan HD SMS Salt Spray!Impost Mullion(H)(2 per Connection) 120913 GLF Corporation
31 518"OD x0,194 ID X 0.075"TFIK Washer/Impost Mullion 1-1) 2 pee Connection 145030 GLF Corporation o 7
32 it 6 x 518"Tek 1 Impost Mullion Rebar H)(Item No.25 Reinforcement) 117595 GLF Corporation Z 4 CL m
33 #6 x 518"Tek 1 Sash Rebar(H)(Item No.14 Reinforcement) 117595 GLF Corporation o
34 14 6 x 518"Tek!Sash Rebar W Item No.8 Reinforcement 117595 GLF Corporation } °
35 #5 x 318"Tek I Screen Clips White _ 116505 GLF Corporation ?
36 #B-18 x0.850 Flat Wafer Shoulder!Sash!Hurricane Latch 137341 GLF Corporation a 0 N a h4
37 #8 x 1 114"Tek White/Locks 120376 GLF CorporationD a a w w Z
38 #6 x 1"Tek White I Keepers 116821 GLF Corporation i w Z a
39 Black Glazing Tape 118 x 318 x85'(Fixed Center Section) VEN-VG-1208B Industrial Sales z�1 20
Lu Misc.Screen Com onenis-Not Shown in Drawing 00 F r
SCN Screen Clip Clear H-884 Product Design o�Ei>m
SCN Screen Clip Clear H-3150 Product Design
SCN Tension Springs 2584 Adept z
SCN FibeEQlass Screen Cloth Charcoal128"x600' 3002606 Phifer 'Flber lassUj
SCN Screen Spline(H 1 W) EX-FLX-Q165-BK Imperial Plastic USA W
SCN Aluminum Comer Keys ICK252X260 1 Hygrade Metals Iv
Misc.Components-Not Shown in Drawing re
MISC Weep Hole Cover White H-808WHZ Product Design Robert J,Amo .,P,r.
MISC Interlock Cover(Operating Sash) Vents(H) HH-66 VinA Cement RH Products Honda P,.No.49752
E+ttannrupr
MISC Liftrail End Caps While 00156=Cool S.I.L.Plastic +t�aw^Es.���.,;-
MISC Stainless Steel Sta les 3/8 x 112 Sash(W BEA 80110 Smith Staple �00``�' `` "s °9rs
MISC 30PP12-18P50-9116 X1 318 X 3 Foam Block W0511022 Lindenmeyr zt�.'e: Na as s2
MISC Hurricane Grade Spring CS025 James Spring Wire
MISC jAccessory Parts Installation Translucent 02-MX0150010C2 INovagard Silicones
Width; H -Hei ht;Defines Component Location
Notes:
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B;30 ksi to 50 ksi Yield Strength,G40 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER-ME CURRENT MD NOA.
3 HURRICANE TILT LATCH BYVISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME:NOT SHOWN IN DRAWING. PRODUCT REVISED
as complying with the Florida
Building Code
.-No. 20-1103.04
Expiration Date 07I03/2024 PTC P,Gd-t Design Group.LLG
PO Box 520775
L.nU—d,FL 32752-0,
Miami-Dade Product Contra 321.6WA78C InfC c@Pt—rP.Cnm
FBPE rnrLf—W of f uthonzaion
No,25935
1
19ASTER FRAME U SASH FRAME GLAZING STOP-OPERABLE LITE �.
WHITE RIGID PVC WHITE RIGID PVC (D GLAZING ST_OPW/HANDLE 4 WHITE RIGID PVC g
0.070"THK. _ WHITE RIGID PVC 0.055"THK. F w
0.070"THK. (11 0.055"THK. o
_I 0.312
4.17 1.656 v 0.872 U J o
_._ 1.00 _.1......_....
+ _ G
0.366--� °k k
1.071 o
1.5:30 -I a
2.73 - O SASH COVER GLAZING STOP-FIXED LITE 19 SASH STOP/FRAME COVER_
U❑ WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC a
- 1.40 0.065"THK. 0.060"THK. 0.070"THK. 0.050"THK.
0.298 ; -�_ y r 0.313
0.518 0.552 0.538 C� 0.552 S -
---3.250 ----.. �- ¢ f f
1..3`.50 1.031 - 1.031 - 1,638
17 178 X a
J POCKET COVER 06POCKET COVER C� POCKET INSERT �- z
(EXT.TRACK) (INT.TRACK) FIXED PANEL z3 TILT LATCH ��^ ow
WHITE RGID PVC WHITE RIGID PVC 0.697" z
0.070'!THK. WHITE RIGID PVC STEEL-ZINC COATED 3 a a Z w s w
0.070"THK. 0.070"THK. 0.176"- 0.323" y U w°zo J
.. L
0.345" O�
, iuU
x O
0.825 w O U U
_-- G.85 0.850 0.377' ( ) 0.709" o
J
L 0.166" r N T _..
0.377"
2.260" w �
5.622" w
O INTERLOCK COVER O REINFORCEMENT pss9^ (-j N
WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL 0,803" 1,067" �
_ \_� F �-
0.075"THK. GALV.STEEL TUBE "
0.050"THICK -- }I
--[-j--0.709" Ronnrt J.A-...,P.E.
1.012"
Fy=30-50 KSI r .,4 - Fiontla P.E.No.A9752
Fu 37.5-68.7 KSI `c�` �A�ES,q IN-
0.9II15 ---j-0.73U 0.544" 0.157" �'PG'.-..
.-1.------ �-C
1.692- - "w R r�a
STATEy8 ,1ww,�!
_1a)REINI±ORCEMENT--_ 25 18-FIXED-MEETING-RAIL
.-----___--- ORI 1NFORCEtYII N[ -� _ to �CREI'sN FR,4MF, - 1oB SCRI EN-rR-A-MF,- - -- _ ntttnt.>_ _-
ACTIVE STILES FIXED DMEETING RAIL (IMPOST MULLION)
GALV.STEEL BAR ALUMINUM ALUMINUM
Fy=30-50 KSI GALV.STEEL TUBE WHITE RIGID PVC 0.040"THK. 0.040"THK.
0.060"THICK 0.066"THK. ---
Fu=37.5-68.7 KSI Fy=30-50 KSI 0 10.4C
I 0 410
PRODUCT REVISED
Fu=37.5-68.7 KSI Building Code
p�-Lp i as complying with the Florida
2.21 1 NOA-No. 20.1103.04
0.72 730 1.4IT 63 ❑
J 0 730 1.463 ❑� Expiration Rate 07/03/2024
PTC Produrl Design Group,LLC
�- By �- PO Bos 522775
J-0.355 32-690-1788 it 227'>2-2775
d35 `-ll Miami-Dade Product Control „ @pt,,�o,P Qom
FePEcenr at arAumo z,ua"
tao.25935