HomeMy WebLinkAboutNotice of Acceptance (4) MIAMI DADE � /� �Ilrltiil-DADS COUNTY
PRODUCT CONTROL SECTION
11305 SV4' 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONO'NIIC RESOURCES(RER) Miami.FL 33175
BOARD AND CODE ADMINISTRATION DIVISION T(786)a1 15-2590 F(786)315-2599
ACCEPTANCE NOA L�:ii.-w.miaiiiidade.gov/economv
NOTICE OF AC - ' �
Regency Plus,Inc.
2000 Locust Gap Highway DEC 0 12021
Mt. Carmel,PA 17851
COPE: ST. Lucie County, Permitting
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 withir>l 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 i lith the Florida Building
Code. includine the His?h VelocityHurricane Zone.
DESCRIPTION: Series"Tech 5505 Vinyl'Horizontal.Rolling Window(XOX)j—L.M.I.
APPROVAL DOCUMENT: 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., bearing
the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and
ex iration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state.
model'series. and following statement: "Miami-Dade County Product Control Apt oved", 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 �OA 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 1 and 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.20-1103.04
MIAMIDADECOUNTY
EapitIation Date: July 03,2024
Approval Date: January 21,2021
01/21/2021 Pagel
I
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 Jame 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 241 1.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of extruded ruded 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 under NOA#19-0124.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
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) I
2. Glazing complies with ASTM E1.300-09 1
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 tlieSr"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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-6"' Edition (2017). and of no
financial interest, dated 01/18/2019, issued by PTC Product Design Group. LLC,
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA#.19-0124.04)
G. OTHERS
1. None.
Sifang Zliao,P.E.
Product Control Examiner
NOA No.20-1103.04
Expiration Date: July 03,2024
Approval Date: January 21,2021
E- 1
i
Regencv Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Ho Iizontal Sliding (XOX)
Window - L.M.1", sheets 1 through 9 of 9, dated 12/05/2018. «pith revision "A" dated
10/20/2020, prepared by PTC Product Design Group. LLC, signed and sealed by
Robert James Amoruso, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
i
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS I
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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-7°' 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, Inc. for their Series
"Tech 5505 Vinyl"Horizontal Rolling Window(XOX)—L.M.I., approved on
07/03/19 and expiring on 07/03/24.
i
I
�uI
Sifana Zhao,P.E.
Product Control Examiner
j NOA No.20-1103.04
Expiration Date: July 03,2024
Approval Date: January 21,2021
E-2
may •t >
REGE®TCV PLUS, INC. � m
SERIES TECH 5505 VINYL HORIZONTAL SILIDING (XOX) WINDOW
1
LARGE MISSILE IMPACT RESISTANT
NOTES: INSTALLATIONANCHORAGE DETAILS
a ch�F N
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"LONE
2. 2X WOOD FRAMING.IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. a
3. IX BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAIAE 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 T14E 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. m
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201.TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-21456-1,DATED 10/18/18 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD o o 5 w
E.RUPP,FLORIDA P.E. z z a
5 MATERIAL: x
$,1. FRAME:EXTRUDED RIGID PVC BY ENEROI FENESTRATION SOLUTIONS USA,INC.PER THE CURRENT MIAMI-DADS NOA.
5.2. REINFORCEMENT: Q Q
5.2.1. GALVANIZED STEEL BAR(0.72"X 0.355".Fy=30-50 ksi&Fu=37.5.68.7 ksi)-ACTIVE STILES ? o
5.2.2, GALVANIZED STEEL C-CHANNEL(,0.73"X 0.434"X 0.060"THICK,Fy=30-50 P I&P.,=37.5-68,7 ksi)-RAILS AND FIXED MEETING STILE. U 3=m
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 ? rn
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYEP,BY KLIRARAY AMERICA.INC,PER THE CURRENT MIAMI-DADE NOA. N=Q ¢e1=rY
n zui w
6, GLAZING: n-c9 W Q a i?
6,1. GLA7114G DETAIL AS TESTED: it)U) ¢Z
8.1.1. OVERALL:7/8'NOMINAL INSULATING LAMINATED GLASS. W U U I
6,1.2. GLASS THICKNESS:{1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO TI'IE INTERIOR AND(1)LITE OF LAMINATED GLASS TO TF 0IE EXTERIOR. �
6.1.3. LAMINATED LITE:(2)LITES OF 1/8'NOIAINA.L ANNEALED GLASS SEPARATED BY A 0.090-TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. W r-z
6.1,4. SPACER TYPEISIZE:CARDINAL XL EDGE 7116'STAINLESS STEEL SPACER(TYPE SS-D). o z>
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKA FLEX'552"BACKSEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N o
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. _
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. F
7. APPROVED IMPACT PROI"ECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w
tr
w
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR,WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1l15'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4°, rn
's r
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112'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+I-1"TOLERANCE: Robert J.Amoroso,P.E.
HOWEVER MINIMUM REQUIREMENTS MUST BE MET. Floddt,P.E.No,40752
NE OF THE
10 FOR FRAMING
LENGTH I'D FOLLOWING:
A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2-ON CENTER.LOCA"TE g�,&,�'GEEN''
10 1 I12 PAN HEAD WOO SC EWY S WITH SUFFICIEN
�e` J , .sF9G
- T T
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE 1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE ME
102. #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.LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-I"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET.
11. FOR ANCHORING INTO METAL STRUCTURE USE 474 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE AO STA_TErS � l
DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE,
--12-—ALl-FAFTENFRg_TO F.IF-•(',ORROSION RFSISTANT_OR.HAVF-A.CORROSION.RESISTANT COATING
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 fG)0.42(NON-HVHZ_)AND 0.55(HVHZ) 1 NOTES
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 2 ELEVATION&ANCHOR LOCATION
13.3. MASONRY-S'T RENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENS"1117 PCF ED
as PRODUCT
UCT REVISED
13.4, METAL STRUCTURE.MINIMUM:STEEL IBGA(0.0428").Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS complying with the Florida
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM''BC HVHZ CODE REQUIREMENTS. 4 VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES Building Code
14. APPROVED CONFIGURATIONS:XOX.OX AND XO.OX AND 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 INSTALLATTION DETAILS Pr<Pmau a neslpn croul,,a-c
FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. Expiration Dat007/03/2024 '
14.2. DAYLIGHT OPENING DLO WILL BE THE SAME AS OR LESS THAN 1"HAT SHOWN ON SHEET 2. B CONS'iRUCTION DETAILS PO Bok 53275
14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF 71IE XOX. 7&8 BILL OF MATERIALS BY Longwood,FL:d2752.o,p.
721$r/0.17AB Inro(iilNcCorp.Cmn
14A, WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED Miami-Dado Product Control FBPE Cunlficot_of Aufhai�dioo
DUE TO THE LOWER FRAME WIDTH, — 9 COMPONENTS No,25y�g
28 4 MAX,
32"MAX. DLO WIDTH R
_ ACTIVE 41"MAX.DLO
PANEL WIDTH B B d
WIDTH 3 4 if
K�
DESIGN PRESSURE RATING(PSF) IMPACT RATING
-------- CL n` S
5 / / 5 ,o
Eo E +55.0/-55.0 LARGE MISSILE
J IMPACT
LIJ
0 C7 D5 Q D Q 4 LU NOTES: —
/ - 1. MAXIMUM ACTIVE PANEL SIZE:32"X 59-7/8"
s W— C �/ W �/ Co §W 2. DAYLIGHT OPENING(DLO)SIZE: 2 m ro
�°) = 5 /\ Q �i`O /\ 5 '��O 2.1. ACTIVE.:28-3/4"X 56-5/8" o = N o
U / F 1 In J F In J < 2.2. FIXED:41'X 57-1/2" S cv
N
Q 3. WEEP HOLE SIZE AND LOCATIONS
/ 5 5 LL 3.1. INTERIOR SILL INSERT 2
3.1.1. SIZE:0.75"WIDE BY 0,180"HIGH �
NOTCH ¢ z Q
3.1.2. LOCATION:EACH END AND V i ro 00
O
31.5")FROM EACH END OF THE a co r vi
_ '-- INTERIOR SILL INSERT vi= I e 4 ~ s
A A 3.2. EXTERIOR SILL TRACK g a Z 0
— 3.2.1. 0.75"WIDE BY 0.25"HIGH NOTCH ° O w o z 6 o
3 4 3.2.2. LOCATION:EACH END OF THE v,2 s
— 111"MAX.FRAME WIDT - EXTERIOR SILL TRACK w 0 °
3.3. INTERIOR SILL TRACK, O O
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW w r z
3.3,1. SIZE:0.375"DIAMETER W o g>O
EXTERIOR VIEW 3.3.2. LOCATION:16.5"AND 32.5"FROM o N v S
EACH END AND MIDSPAN OF THE w 6
11"MAX. 5-1/2"MAX.TYP. INTERIOR SILL TRACK w C,
10"MAX. 3.4. EXTERIOR SILL TRACK w
9"MAX TYP —� I 10"MAX. 3.4.1. SIZE:1"WIDE BY 0.25"HIGH m LL I
3.4.2. LOCATION:EACH END OF THE w
EXTERIOR SILL TRACK W
3.5. EXTERIOR SILL FACE . GIL
3.5.1. SIZE:1.25"WIDE BY 0,25"HIGH WITH -
/ PLASTIC WEEP COVER Robm1 J.Amdru,o.P.E.
3.5.2. LOCATION:3"FROM EACH END OF Fonda P.E.No,49-152
THE EXTERIOR SILL FACE- - ttt MESt qr2j
13"MAX.TYP. 4, SEE GLAZING DETAIL SHEET 4 OF 9. ,��. DAMES 4.
/I OFQ-btCEN�F 9G�--.
li..C�\\��Nof:49 t55zu
�U5 A
3"MAX.TYP. 4"MAX.TYP. NOTES: PRODUCT REVISED
- 1, HEAD AND SILL ANCHORAGE THE SAME. Building complying with the Florida
9"MAX,TYP. --- II,® -- — 6"MAX,TYP, 2• '1.1"TOLERANCE ON ANCHOR LOCATION. NOA-No.Cod 20-1103.04
2,1. TAPCON MINIMUM SPACING 15 4"OC. PTC Produ:t Dosia"Group,LLC
2,2. WOOD AND TAPPING SCREW MINIMUM Ex iration Date 07/03/2024
9"MAX.TYP. — — P Pn adx szons
SPACING IS 2"OC. //� I.P"6wodd.FL 12752-0775
By � 321-610-1780 inl.C.Fft arP.—,
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW Miami-Dade Product Control FGPE CoM utc or Aathobza6dn
EXTERIOR VIEW-ANCHORAGE No.2S935
PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED 1X WOOD BUCK N
WOOD BUCK BY OTHERS �. 13 INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1) <
(SEE NOTE 3, SHT. 1)*__', \ #14� WS: 1" MIN, EDGE DIST. o
1 1 2" MIN. DIST.-
EDGEo�
//12 WS 7/&'' MIN. EDGE --
WOOD BUCK PROTECTION '� DI ST. _2X WOOD
BY OTHERS (SEE NOTE-��, ,�I BY OTHERS
v
3,OTHERS--
1) BY OTHERS NOTE . 1) K
{SEEN E 2 SHT
Fk
CONCRETE BY OTHERS-��.,•_ � � - - � _ _ ____ °
.q
(SEE MOTE 2, SHT. 1) � Q+ v 1 "/2'" MIIJ. .; .,..` fw, u,e F
s�� EMBEDMENT EXTERIOR FINISH #14 WE: 1 1/2" MIN. EMBLDMLNT a .2
i/4" MAX. BY OTHERS :, ` 1 WS: 1 IN. T MBED
' ..-SHIM SPACE / 3/3'L
1' ML.I'IT
EXTERIOR. FINISH,i - MAX.I' ... 'I/4' M
BY OTHERS 21 _ ___.SHIM SPACE
�- 1 / —�_—..--
PERIME7ER CAULK- //�n°� I / [:
BY OTHERS _ + 32 PERIMETER CAULK-- 27
C�/IL�I BY OTHERS 2
1 o m
-(�Q\ -1. ( 32 Op N 2 J U.
19
(- T}{ 4) •y r.
15
CtiJ 16 V '` Ct z 2� N Q vi
r11"SQ
�._VERTICAL SECTION _ J a a�5 � w z
—CYiNCRETE SUBS RA11", .INT_E.RIQj2_ CL(D tj O Q 3 a
CB)VFRTICAL SECTION_ 1 �2
DOW EXTERIOR oP[SRABLtiPANBI..St1O1YN• INTERIOR F_XTERJC)R U w
R'OGD 5UBS'TRATE WINDOW Z n O Z
G PIXL:U SRv[ILAR W d =-
HEIGHT OPERABLE,PANEL..SHOWN, HEIGHT (7 C)U �
FIXED S1MIr.:\R Wa o 7
4 N n W
4
16 / I27 ANCHOR-TO-SUBSTRATE 16 27 8
8 EDGE DISTANCES AREa
ip
TYPICAL AND \(� (2 �j�.���((( w
���JJJ 1.1 MEASURED TO 71 -� 27 v n I
SIDES OF SUBSTRATE
7 32 i<: 6 -------- - 1 32 I�} — 6 LU
Rcbert J.Amaruso,P.E.
PERIMETER CAULK
BY OTHER \\ 1- C PI naa P,F N 43 5
��'
\`42 �CJ L'_� _ 1/4" MAX,. 24 ul---� -..1/4.. MAY.
:.HIPd SPACE oHIM SPACE
PERIMETER CAULKS I �No.bg 52 0�l
EXTERIOR FINISH- BY OTHERS
BY OTHERS PROPERLY SECURED 1 X. WOOD BUCK
CONCRETE BY OTHERS--- '�'/ / a 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) `��• f g=,,O,t,
SEE NOTE. 2, SHT. 1 "� EMBEDMENT
a '^ #14 NSt 1 1 >' MIN, EMBEDMENT ` ,1• tO;p
( ) EXTERIOR FINISH 12 - _/3• MIN. EMBEPMENT
_ __ _ _ u�1t��h,�,,�ONAI���•`',`ry
— RTu`SG 80CTZ—PFFGTCCT GN^ � �� �— BY—OTHERS
BY OTHERS (SEE NOTE 3,
SHEET 1) __ _7 1/?" MI SHEATHING 2X WOOD
EDGE DIST. BY OTHERS BY OTHERS
PROPERLY SECURED 1X--� 1/4" !TW TAPCON 13 4 �'15; 1" MIN. EDGE DIST. -(SEE NOTE 2, SHT. 1)
WOOD BUCK BY OTHERS INSTALLATION ANCHORI'
(SEE NOTE 3, SHT. 1) #12 'WS: 7/8" MIN. EDGE DIST.- -------"� PRODUCT REVISED
12 OR 14 WOOD SCREW as complying with the Florida
i# 72 Building Coda
VERTICAL,SECTION INSTALLATION ANCHOR NOA-No. 20.1103.04
A PTGProduct Design Group,LLG
CONCRETE SUBSiRAT[i i Expiration Date 07/03i2024
orrxAB1.1;PANE.•L SHOWN. A VF,RTIC SU SECTION TIOI� PO Bnx 526r75
1l'p01)SIJ r3S"1'RATB Longwood.FL 32732-J775
1 r SIMILAR BY 321-690.1766 ntfo w
OPERABLE PANEL SIiO W N, CPtc-crnp.corn
FIXBUSIMILAR Miami-Dado Product Control FBPE C.mfcate of A0 4,,tion
o.25935
G
I_NSTA_LLATION NOTES:
i APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: D a
#14 SHEET METAL 28 1.1. WOOD FRAMING, ;}
SCREW/SELF—URILI-NG SCREW 1.2. STEEL STUD FRAMING. o
INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND o
1A. CONCRETE AND/OR MASONRY. u
—METAL. SUBSTRATE E`°
/ 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. t) TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF uJ yQ a
EXTERIOR FINISH RECORD, n o 0
BY OTHERS Z 3/4" MIlJ. 3 'THREADS MIN. o'
-EDGE DIST. -EMBEDMENT BF.i OND 3. 1X BUCK OVER CRETEI TElMASONRY IS OPTIONAL,WHEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX
r BUCK INTO CONCRETE/MASONRV SUBSTRATE,WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
(TYP.) NTERIOF2 WALL TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,DISSIMILAR MATERIALS MUST BE SEPARATED WITH y
APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF
1/4" MAX. RECORD.
SHIM SPACE
_____.___ —____. ___�__ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM,SHIM WHERE SPACE OF Ill6"OR GREATER OCCURS.MAXIMUM U
/, Yr.'.\ ALLOWABLE SHIM STACK TO BE 114 Z LU
LU o m
PERIMETER CAULK .,'�� 21 5, FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/2"MINIMUM EMBEDMENT p Q N
BY OTHERS C]p�-L� INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUtA EDGE DISTANCE.LOCATE z CL a
1J ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED,ANCHOR S U) i?tt
-_ 32 LOCATIONS HAVE�/-i"TOLERANCE.
Z
6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
6.1, 912 PAN FIEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM 4 Z
IUI /-a 4 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOP,SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND Ly
INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+1.1"TOLERANCE. y U- N
Y`� 76 6.2. 914 PAN HEAD WOOD SCREWS MIS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1I2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM Vi=`�J s- Z
_ \2 76 `�1 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 'r_ r� .Z
d 0 1-
10 � INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+/-V TOLERANCE, nJ. � 6 I-
W W
7. FOR ANCHORING INTO METAL STRUCTURE USE PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO U
ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR.-TO-ANCHOR 2 K O z
I_NT,[tIOR Wv¢Xp
gXTERIORO VERTICAL SECTION SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1° 77 O U
METAL-SUBS]]'ATE WINDOW TOLEP.ANGE. W h.z J
OPERABLE PANE.SHOWN, HEIGHT �
FIXED SIMILAR B. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. u>H
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. T z
16 4' w
N U
76 27 ANCHOk—TO—SUBSTRATE a I
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19 �"" D iN..,
MEASURED TO BOTH CONSISTING',•, I,TING OF: EXTERIOR IFMINATEU. Gc
6 SIDES OF SUBSTRAT 15 G ASS _ (2) NOs1HAL 1/8" F
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1 JJJ
BY OTHERS ME
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I T1y 27 �1
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SCREW/SELF—DRILLING SCREW (SEE NOTE 2, SHT. 1) [J � I PRODUCT REVISED
INSTALLATION ANCHOR 2� \ I/ as complying with the Florida
--� --� Building Code
&YERTICALGLAZING DETAIL I GLAZING DETAIL 2 NOA-No. 20-1103.04PrC Product Design Group,LLC
SECTIONNIIirALSUBSTRATE FIXED LITE OPERABLE LITE Expiration Oat-07/0312024 PO Boa520775
ERABLE PANEL SHOWN, /}=., Longwood.FL 32752-D775
FIXED SIMILAR By z_ 321-690-1788 in/oCdptc-corp.00.
Miami-Dade Product Control F-PS C—f—to of Autl:crvzb5
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1/4" MAX. SHIM SPACE-
SHIM AS o -
1/4" MAX. REQUIRED 1 1/2" MIN. EML3EUMENT -- CONCRETE d
#14 WS: 1 1/2" MIN. EMBEDMENT SHIM SPACE 1" MIN. EMBEDMENT - MASONRY w ,�
12 WS: 1 3/8" MIN. EMBEDMENT _ 6 3 16 INTERIOR 16 3 6 t3
1 + Q 7 1 �` 1./4" ITVJ TAPCOIJ INSTALLATION ANCHOR :
w F N g
2X WOOD FRAME BY OTHERS--- - 21 21 o w`
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(SEE NOTE 21 SFIT. 1) - ---- ry 1 1/2"" MIN. EDGE DISTANCE -- CONC. a aF
7#12 OR #14 WOOD SCREW 72 f _ _ 8 \J"'� � I n. 2" MIN. EDGE DISTANCE - MASONRY
INSTALLATION ANCHOR
LJ 15 15 4„ -CONCRETE OR MASONRY
#14 WS: I" MIN. EDGE DIST. ry � BY OTHERS �.
#12 WS: 7/8" MIN. EDGE DIST. � � � \ 21 ` Q _Q (SEE NOTE 2, SHT. 1}
{ , 32 32 ry`� `V. PROPERLY SECURED 1 X WOOD BUCK q U.) w
° \ LO BY OTHERS SEE NOTE 3, SHT. 1 z N$- o
PROPERLY SECURED 1X WOOD BUCK---�- O ( ) "
BY OTHERS (SEE NOTE 2, SHT. 1) a x J
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FIXED PANEL SIMILAR FOR OX) TYPICAL AND SUBSIRATE WW Jo ZZ
MEASURED TO BOTH ((OPERABLE PANES.SHOWN, per' SQ
SIDES OF SUBSTRATE FIXED PANEL.SIMILAR FOR OX) N
114" MAX. SHIM SPACE- Lt_ �0
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REQUIRED \1 NZEgjpE w w
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14 SHEET METAL �71 CREW/SELF-DRILLING SCREW tt s 2 14 16 4 15 Nmcruso,P.E.
STALLATION ANCHORRabe,tMIN. - Fl-d JP E.N 49752
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32 ��-� METAL SUBSTRATE BY OTHERS 29Ai���l
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\—EXTERIOR FINISH EX PERIMETER CAULK-- BY OTHERS PRODUCT REVISED
BY OTHERS I 110RI7_0NTAL SF..CTION as complying with the Florida
Building Code
NOA-No. 20-1103.04
HORIZON'CALSECTION Expiration Date07/0312024 PTCP.ductD.f,nG—P.LI.0
CF' METAL SUBSTRATE � PG 6m.520775
'OPERABLE PANEL SHOWN. By Longwood,FL 32752.0775
FIXED PANEL SIMILAR FOR OX, Miami-Dade Product Con tro 321.390.1783 into(a_)P1aacrP.com
FBPE Certificate cf kAh—fion
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\� NOn-No.Cod 20-1103.04
CORNER DETAIL \ Expiration Date 07/0312024 TC Product Box
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-- By �� 321.690-1730 info NL-9wood.FL 752-0775
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Miami-Dade Product Contro f P p.con
FBPE Carlificata of Authorization
da.25935
Series Tech 5505 XOX 3-1-1te Impact Slider/Bill of Material
Item No. Description Part Numbers Supplier Material Nolos � w
0
1 MasterFrame W&H N White 1060 J 7720 Energi J Royal White PVC 2 -
( ) r9 Ya ( )
2 Sash Frame(Operating Sash)1 Vents W 8 H) N White 1282/7750 Energi I Royal, White PVC(2) d
3 Gla2jrvq Liftrall Handle 0per6JM Sash I Vents(H) N.White 1 068 1 774 7 Energi I Ro I White PVC 2
4 Glazing Bead Slop(Operating Sash)I Vents(H) N WhIto 1067 1774 5 E ne rq I I Royal White PVC(2) w K
5 Pocket Cover Hei hls I Vents(H) IV While 1073/7739 Energi I Royal White PVC(2) °r
6 Pocket Cover Hei hls 1 Vents W IV White 1 073 17724.Energi I Royal White PVC 2 a t
-G
6 Pocket Cover Holghts 1(W) N White 107317724 Energi 1 Royal While PVC(2) _
7 Sash Cover(Operating Sash)/Vents(H) N White 107817725 Energi I Royal While PVC(2)
8 Operating Sash(W)Reinforcement ST-2266144-0.052 Hygriade Metals .060"Galv.(1
8 Impost Mullion H Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galv. 1) J
9 Interlock Cover(Operating Sash)/Vents(H) N White 1180/7727 Energi I Royal o
10A Double Leg Frame New While 06515NEW192 Shapes Unlimited Aluminum Z �zi 9 a 0
10B Single Leg Frame New While 06516NEW192 Shapes Unlimited Aluminum o
Safe Seal Lock 3220SS-003-EW Vlsion Industries X
}
11 Safe Seal Keeper 8292A-003-EW Vl sic n Industries < z n
12 012 or*14 Wood Screw(WS)(tnstallation Screw Iva rda Steel ?=m �'
Vl=q 2(Y �'+� Z
13 1J4"Advanced Thread form Tapcon Installation Screw ri/6 iTW Steel a a w
J 1 a"
14 Operating Sash-Lock Side(H)Reinforcement 615242-120-Solid Joseph Fazzio Steel Solid Bar Galv,(1) W o a
15 7/8"O.A.Insulating Glass(See Glazing Detail on Sheet 4) Hurricane Laminate.Impact Cardinal v m o
16 Wet Glarn(Operating Sash)I(Fixed Center Section 552 Sikallex Black Sika US 0 o o
W J _
17A PW Glazing Bead(Fixed Center Section)(H) IV White 1080 17753 Energi J Royal
ui o ;W
17B PW Glazing Bead(Fixed Center Section)(W) N White 1103 t7726 Energi I Royal N
18 Impost Mullion(Fixed Center Section)(H) IV White 1063/7735 Energi I Royal =
19 Sash Slop Frame Cover I Vents(W) N.White 1070.17736. Energi I Royal
20 Pocket Inert!Center Section PW ) N White 107917737 Energi/Royal W
.210 x.300 Fin Seal Pocket Cover(W)1 107317724 W23303NW0000 Ultra-Fab W
.210 z.300 Fin Seal Pocket Cover H 11073/7724 W23303NW0000 Ultra-Fab
,210 x.300 Fin Seal Impost Mullion H 11065/7736 W23803NW0000 Ultra-Fab POb.tl J.A--,P.E.
.187 x.300 Fin Seal Interlock Cover(H)11180 1 7 727 W2330INW0000 Ultra-Fab Fl-,tl P.E.N..4975a
,ttpinurreq
21 .187 x.300 Fin Seal Interlock Cover Fop I Blocks)11180 177,27 W23301NW0000 Ultra-Fab
�t"
.187 x.300 Fin Seal Sash Frame H 11282 1 7750 1 Energi W2330INW0000 Ultra-Fab
No gg ea
.187 x,300 Fin Seal Sash Frame(W)11282/77501 Exterior To W2330INW0000 Ultra-Fab :e; v
.210 x.220 Fin Seal Sash Frame(W)1 1282 1 7750/Exterior8ase W23223NW0000 Ultra-Fab1.
270 x.220 Fin Seal Sash Frame(H)1 Single Leg Screen Frame W112257WO000 Ultra-Fab
PRODUCT REVISED
as complying with the Florida
Bullding Codo
NOA-No. 20.1103.04
Expiration Date 07/03/2024 P'rc Prndvci oe.52n Croup,ur,
PO Bnz 520775
Longwood,FL 32752.0775
By 321-30.178L infoGpt—,p.con,
Miami—Dade Product Control FEPE Ccrhlir."(¢of AulhanznGon
No.25935
l
Series Tech 5505 XOX 3-Lite Impact Slider f Bill of Material(Continued) 'r
Item No. Description Part Numbers Supplier Material(Notes)
22 _Stainless Steel Ball Bearing Rollers WR03-R3 Product Design a
23 Hurricane Tilt Latch 105TA-003-EW Vision hiduslries Steel=Zinc Cualed(3) d
25 Impost Mullion(H)Roinforcement ST-888-168-0,062 Hygrade Metals .060"Galy;(1) w
26 ENDUR IG with XL Edge SS Spacer SS-D TYPE n/a Cardinal Stainless Steel W k F
Glass Setting Blocks Sash(W)Top/Sash(H) 2NB-8K-0.125-032-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer d
27 Glass Setting Blocks Fixed(W)Base 2NB-8K-0.125.032.064 Frank Lowe Neoprene w/70 to 90 Shore A DurorneLet
Glass Setting Blocks Sash(W)Base 2NB-8K-0,125-028-028 Frank Lowe Neoprene W70 to 90 Shore A Durometer
28 t114 Sheet Metal or Self-Drilling Screw(Installation Screw) Na nla Steel
29 ff 6 x 1 1/4"Tek White/Impost Mullion Rebar(H)(Item No.8 Reinforcement) 156180 GLF Corporation
30 fl B x 3112"Phil Pan HD SMS Salt Spray/Impost Mullion(H)(2 per Connection) 120913 GLF Corporation
31 518"OD x 0,194 ID X 0.075"THK Washer/Impost Mullion 1-1) 2 per Connection) 145030 GLF Corporation o m N o
32 ff 6 x 5/8"Tek f Impost Mullion Reber(H)(Item No.25 Reinforcement) 117595 GLF Corporation Z i�j g a
33 #6 x 5/8"Tek f Sash Reber H) Item No.14 Reinforcement 117595 GLF Corporation o
34 ff 6 x 5/8"Tek 1 Sash Rebar(W)(Item No.8 Reinforcement) 117595 GLF Cor
poration —`
35 ff 5 x3/8"Tek 1 Screen Clips White 116506 GLF Corporation a
36 9 B-18 x 0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 137341 GLF Corporation -Z�_� N a e N
37 ff 8 x 1 1/4"Tek White I Locks 120376 GLF Co oration �'_a w g z
�n a w
38 4 6 x 1"Tek White/Keepers 116821 GLF Corporation a W o a a
N
39 IBI@ck Glaarxg Tape 118 x 318 x85'(Fixed Center Section) VEN-VG-1208B I Industrial Sales z�, o w
Misc.Screen Com onents-Not Shown in Drawing uj o v
SCN Screen Clip Clear H-884 Product Design 8 Z 67
� >
SCN Screen Clip Clear H-3150 Product Design s
SCN Tension Springs 2584 Adept i
SCN FibeEQIass Screen Cloth Charcoal 128"x 600' 3002606 Phifer Fiberglass w
SCN Screen Spline(H/W) EX-FLX-Q165-BK Imperial Plastic USA W I
SCN Aluminum Comer Keys CK252X260 Hygrade Metals w
Misc.Components-Not Shawn in Drawings
MISC Weep Hole Cover White H=808WHZ Product Design Panend.Am"r"�,P.E.
MISC Interlock Cover(Operating Sash)1 Vents(H) HH-66 Vinyl Ceinent RH Products Flan:,"P.E.N..49752
MISC Liftrail End Caps 0 fi 0 MISC Stainless Steel Staples 318 x 112 Sash(W BEA 801101 Plastic Smith Stae E"F O9GG.
MISC 30PP12-18P50-9f16 X1 318 X 3 Foam Block W0511022 Lindenmeyr � N. ns s2 ipo:
MISC Hurricane Grade Spring CS025 James Spring Wire
MISC Accessory Parts Installation Translucent 02-MX0150010C2 lNovaqard Silicones I
S9�a�
(W)-Width:(H)-Height;Defines Component Location stt r. ......
------ -- -- -- ----- --- --- ------ ---- rnmt„a�---
-- -Notes: ------ --- -—-- — - — -
(1)Hygrade Metals Specification:AISI 1005 to 101.0,CS Type A and B',30 ksi to 50 ksi Yield Strength,G40 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER THE 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
Banding Cod.
NOA-No. 20-1103.04
Expiration Date 07/03/2024 PTC Product Design Group.LLG
J ,.�i PO E+K 520775
By ��"'� Longwood,FL 727Ej
Miami-Dade Product Control 921.699-i188,na FBPE Cerb}—W nt AuNo.25935
(� MASTER FRAME U SASH FRAME GLAZING STOP-OPERABLE LITE es
_.-......_-.......__.----..-- 3 (,LALING STOP 1'V/HANDLE
WHITE RIGID PVC - -
WHITE RIGID PVC --------------------------- WHITE RIGID PVC u
0.070"THK.
0.070"THK. WHITE RIGID PVC O 0.05:'THK,
0.055"THK. f-0.312 _
4.17 1.656 ��l1=111�- ()C'=ate- 0.872 d
L-JI 0.872 IJ - r
1.00 V-.._ 6 _I r kLL -
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WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC
��D� 40 I 0.065"THK. 0.060"THK. 0.070"THK, 0.050"THK. {
-1---- L 0.298 i- 1 _L- 9 0.313
0.518 .v:2 0.552 0.538 0.552 o m g
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za TILT LATCH z ^ N n <
WHITE RIGID PVC _ r
WHITE RIGID PVC WHITE RIGID PVC 0.697" N ¢¢z z {
0.070"THK. 0.070"THK. STEEL-ZINC COATED a z
0.070"THK. p " o z z 3 0.17G 0.323" }F 5i�o
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WHITE RIGID PVC SASII FRAME&FIXED MEETING RAIL 0.603•' 1.067" l r t
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0.075"THK. GALV.STEEL TUBE
0.050"THICK -1 1.012" � �J 0,709" Rabnrt J,Amon¢w,P.L.
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Fy=30-SO KSI 0-T- ��
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14 RCINFORCEIVIENI' 25 REINFORCEMENTC, 1a FIXED NIEETING.RAIL 1�10._SCREEN_ERAMF, - --1o8-SCREEN=RRAA4F..
,kC'TIVESTI1-J"S -- FIXED MEETING RAIL (IMPOST MULLION)
GALV,STEEL BAR GALV.STEEL TUBE WHITE RIGID PVC ALUMINUM ALUMINUM
0.040"THK. 0.040"THK.
Fy=30-50 KSI 0,060"THICK 0.066"THK.
F1=37.5-68.7KSI
Fy=30-50 KSI o1-� ---� --0.41 U --1 0.410 PRODUCT REVISED
Fu=37.5-68.7 KSI ❑ T! i � B complying with the Florida
q Building Code
'l_.21 1 T Noa-No. 20-1103.04
U.72
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4630.73 1463 Expiration.�^Date 07/03/2024
PTC Prn G t-f co U�Pra..Lrc
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