HomeMy WebLinkAboutProduct Approval ;F ' E Copy
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MIAM R�� Vso -DARE COUNTY.
PRODUC CONTROL SECTION
DEPARTMENT OF REGULATORY BOARD AND CODE ADNfINISTRATION DIVISIONIC RESO S(RE N H t%6)3 5 590.1805 SW 6 F(7 6)315-2599
NOTICE OF ACCEP_ CE OA ST, Luc
t www. �a�n'dade. ov/econom
Regency Plus,Inc. erm
2000 Locust Gap Highway
Mt.Carmel,PA_ 17851
SCOPE:
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 VelocM Hurricane Zone.
DESCRIPTION: Series"Tech 5505 Vinyl"Horizontal Rolling Window(XOX)—L.M.I.
?ffP__ROVAL DOCUMENT: Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding
(XOX) Window - L.M.P', sheets 1 through 9 of 9, dated 12/05/2018, prepared by PTC Product Design
Group, LLC, signed and sealed by Robert James Amoruso, P.E., bearing the Miami-Dade County Product_
Control Approval stamp with the Notice of Acceptance number and approval 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 Approved",unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewalapplication has been filed and there has been.,
no change in the applicable building code negatively affecting the performance of this product.
TERABNATION 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 consists of this page 1 and evidence pages E-1 as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao,P.E.
MIAMFDADE COUNTY j NOA No.19-0124.04.
� Expiration Date: July 03,2024
Approval Date: July 03,2019
Page 1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
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 Amoruso,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltratipn 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 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.
C. CALCULATIONS
1. Anchor verification-calculations and structural analysis, -complying with FBC 60'
Edition (2017), dated 01/08/2019, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE'
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 194305.02 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-6th Edition (2017), and of no
financial interest,. dated 01/1.8/2019, issued by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso,P.E.
G. OTHERS
1. None.
gifang Zhao,P.E.
Product Control Examiner
NOA No.19-0124.04
Expiration Date: July 03,2024
Approval Date: July 03,2019
E-1
REGENCY PLUS, INC.
SERIES TECH 5505 VINYL HORIZONTAL SLIDING (XOX) WINDOW a
LARGE MISSILE IMPACT RESISTANT
NOTES: INSTALLATION ANCHORAGE DETAILS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). v.
2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY 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.
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WALL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETFJMASONRY 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 $j
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3 o
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!18118 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD o z
E.RUPP,FLORIDA P.E. z `�o O
5. MATERIAL
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER MIAMI-DADE NDA NO.18-0122.02 OR CURRENT NOA 3
62 REINFORCEMENT: Q Z
521. GALVANIZED STEEL BAR(0.72"X 0.355,Fy=30-501sT&Fu-37.5-68.7 ksQ-ACTIVE STILES
622. GALVANIZED STEEL C-CH NNEL(0.73'X 0.434"X 0.060'THICK,Fy=3050 Keri 8 Fu-37.5-68.7 W)-RAILS AND FIXED MEETING STILE. d op y
523. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.060'THICK Fy-3050 ksl 8 Fu-37.5-68.7 kst)-FIXED MEETING STILE w=Q m _ )
S.3. LAMINATE GLASS INTERLAYER TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER MIAMI-DADE NOA NO.17-1114.14 OR CURRENT NOA to 0.a f-
6. GLAZING: a O W n�O O
6.1. GLAZING DETAIL AS TESTED: Z 7 K o Z
6.1.1. OVERALL:71W NOMINAL INSULATING LAMINATED GLASS. w U G=
6.1.2 GLASS THICKNESS:(1)LITE OF 11W NOMINAL TEMPERED GLASS O THE INTERIOR AND(1)LTTE OF LAMINATED GLASS TO THE EXTERIOR W p F
6.1.3. LAMINATED LITE:(2)LITES OF 1B'NOMINAL ANNEALED GLASS SEPARATED BY A 0.090°TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. K o 5
6.1.4. SPACER TYPE/SIZE:CARDINAL XL EDGE 7/16'STAINLESS STEEL SPACER(TYPE SS-D).
8.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2gEAF DUAL DUROMETER AND SIKA FLEX"652"BACKBEDDING WITH A SNAP4N(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 w 1
MATERIALS SHALL BE EDPM WITH A MINIMUM 80 SHORE A DUROMETER v
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. �u
W
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. W
ccw
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'. yr
9. FOR ANCHORING INTO CONCRETE(MASONRY USE 114°HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112'MINIMUM EMBEDMENT INTO CONCRETE WITH I IPP 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'TOLERANCE; Robert J.Amoruso,P.E.
HOWEVER MINIMUM REQUIREMENTS MUST BEMET. Florida P.E.No.49752
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWINO:
10.1. 112 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1318-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF T ON CENTER.LOCATEANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ��WIlil�pq��
10.2 #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE ACHOR I 1r MINIMUM MBEDMEATIONS HAVE+I-V NT INTO SUBSTRATE CE;HOWEVER MWITH 111"MINIMUM EDGE DISTANCTS MUST E AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2°ON CENTER LOCATE ,MET. 001 �G E HS;q09,��
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+A 1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. �0,••. �(••°G
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH O ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE No 49752 •:FO
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. _ A
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING .1•;�
TABLE OF CONTENTS SE OF
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS 'SHEET DESCRIPTIONAND ANCHORS SHALL NOT BE USED IN SUBSTRATES ��•�C O R 1 O P,r\�'�•�
13.1. CONCRETEOD-MIN MUMMINISPECIFIC
COMPRESSIVE STRENGTH 0 4500 Z)ANDPSI 0 65� THE MINIMUM STRENGTH SPECIFIED BELOW: I NOTES
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 2 ELEVATION 8 ANCHOR LOCATION
13.4. METAL STRUCTURE,MINIMUM:STEEL 18GA(0.0425),Fy=33KSI/Fu-45 KSI OR ALUMINUM 6063-T5 0.048'THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS APptoved*as camPlyins withft
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 4 VERTICAL INSTALLATION DETAILS.GLAZING AND INST.NOTES FloddaB d' Cada
Data
14. APPROVED CONFIGURATIONS:XOX,O%ANDXO.OXANDXOINSTALLATIONMUSTMEETTHEFOLLOWINOPARAMETERS. 07 O 101 9
14.1. FRAME HEIGHT WILL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX. 6 HORIZONTAL INSTALLATION DETAILS IQO PTC Product Deslgn Droop,LLC
FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. dam
142 DAYLIGHT OPENING LO WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. 6 CONSTRUCTION DETAILS Longwood,Poszon5
(DLO) FL x2752-0ns
14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WALL MEET OR EXCEED THOSE REQUIRED OF THE XOX. 7&S BILL OF MATERIALS 321880.1788 bdo�pto-corp.can
14.4. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED FBPE Cerdfma orAothodmtl0a
DUE TO THE LOWER FRAME WIDTH. 9 COMPONENTS Nc.25956
28 '" MAX.
32"MAX. DLO WIDTH a
ACTIVE 41"MAX.DLO S
PANEL WIDTH B 9
WIDTH 3 4
�i
DESIGN PRESSURE RATING(PSF) IMPACT RATING �
LARGE MISSILE a
J 5 / +55.0%55.0/ 5 IMPACT
2
Z 0 F_ D ~ NOTES:
5 L / 5 L = 1. MAXIMUM ACTIVE PANEL SIZE:32"X 59-7/r
C' .2 M _ 2 W -2. DAYLIGHT OPENING(DLO)SIZE:
5 /\/ 0 n O /\ S OS 222-1. ACTIVE.:28-314"X 5858" LL
Q F Q F N Q 2.2. FIXED:41"X 57-12" z '� a N
/ 5 5 / LL 3. WEEP HOLE SIZE AND LOCATIONS N
/ 3.1. INTERIOR SILL INSERT o Z o
3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH SO 3
NOTCH a a
3.1.2. LOCATION:EACH END AND d ,n'c U
31.6-)FROM EACH END OF THE z r, w_ gg on
INTERIOR SILL INSERT- cjx Qo
A A 3.2. EXTERIOR SILL TRACK �9 0.- cxi �
3.2.1. 0.75"WIDE BY 0.25'HIGH NOTCH ° (7 LU 7a
3 4 3.2.2. LOCATION:EACH END OF THE
EXTERIOR SILL TRACK 7d
111"MAX.FRAME WIDTH W _
3.3. INTERIOR SILL TRACK ¢Z
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1. SIZE:0.375"DIAMETER oc o z-0
EXTERIOR VIEW 3.3.2. LOCATION:18.5"AND 32.5"FROM N S a
EACH END AND MIDSPAN OF THE One
11"MAX. 5-112"MAX.TYP. INTERIOR SILL TRACK m
10"MAX. „ 3.4. . EXTERIOR SILL TRACK
9"MAX.TYP. +� �+— 10 MAX. 3.4.1. SIZE:1"WIDE BY 0.25"HIGH. w
3.4.2. LOCATION:EACH END OF THE
EXTERIOR SILL TRACK
3.5. EXTERIOR SILL FACE
3.5.1. SIZE:1.25'WIDE BY 0.25"HIGH WITH
PLASTIC WEEP COVER RdAd J.Amm=.P.E.
3.5.2. LOCATION:3"FROM EACH END OF Flaks P.E.Na 49762
THE EXTERIOR SILL FACE ,��aaa11a1ap�a
13"MAX.TYP. 4. SEE GLAZING DETAIL SHEET 4 OF 9. ,,�:��,�•NAES�d:�O��,
10 No 19752 SO
TE "�(4
3"MAX TYP. --� �— 4"MAX.TYP. NOTES: �C! d Ika
1. HEAD AND SILL ANCHORAGE THE SAME.
9"MAX.TYP. MAX.TYP. z +/-1'TOLERANCE ON ANCHOR LOCATION. 0
2.1. TAPCON MINIMUM SPACING IS 4"OC. NO
9"MAX•n/p 22. WOOD AND TAPPING SCREW MINIMUM M?�+ cc Contra] PTC P'oa"a Design PO Ww6 p,ULC
SPACING IS 2'OC.
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW -6"-1798 FL3nsz-077s
32tBaafl3E taOfAlo-cozatfon
FBPE Cattiflcste of AW,almtl"n
'EXTERIOR VIEW-ANCHORAGE I Na 25935
PROPERLY SECURED 1X 13 1/4" ITW TAPCON #12 OR #14 WOOD SCREW'
PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1)
(SEE NOTE 3, SHT. 1) 1 1/2' MIN. #14 WS: 1" MIN. EDGE DIST. a
WOOD BUCK PROTECTION EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST.
BY OTHERS (SEE NOTE 2X WOOD
3. SHEET 1) ` vd' a d v . v OTHERS
SHEATHING (SEE NOTE 2, SHT. 1)
CONCRETE BY OTHERS o
(SEE NOTE 2, SHT. 1) ._ v ' v ' p 1 1/2" MIN. BY OTHERS _ w
EMBEDMENT EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT
rwiYwJ -� 1/4" MAX. BY OTHERS '.. #12 WS: 1 3/8" MIN. EMBEDMENT
I-SHIM SPACE s +
EXTERIOR FINISH r 1/4" MAX.
BY OTHERS 21 FSHIM SPACE
PERIMETER CAULK Q�
SL—
BY OTHERS n 32 PERIMETER CAULK 21
1 �l BY OTHERS
a rIQo
I J 1s 4 1 I I a ? U.O
u �S 0
1 2 16 16 19 4 Q �a3 �$
z WW
1 2 16 i6 ?en H00
O
ui=¢�F�� I
VERTICAL SECTION m asZQ eL SS gy
y CONCRETE SUBSTRATEfjQB a O S 5i
WINDOW EXTERIOR OPERABLE PANEL SHOWN, INTERIOR EXTERIOR B VERTICAL SECTION y
HEIGHT FIXED SIMILAR WOOD SUBSTRATE WINDOW z o z
OPERABLE PANEL SHOWN, HEIGHT ;TZ J g
F[XBD SI�IILAR 1 OW J
16 4 16 4 KN c�
16 27 ANCHOR-TO-SUBSTRATE 1s 27 t
1 8 EDGE DISTANCES ARE 1 a
2 TYPICAL AND 2 �u
19 21 MEASURED TO BOTH
21
SIDES OF SUBSTRATE 19 i
I�1 6 1 32 L' 6 -
N
32
a 22 a 22
PERIMETER CAULKI I I I Robert I Ammuso,P.E.
BY OTHERS U O o L� ,,��Fj �4j;6z
1/4 MAX. 24 1/4" MAX' ��Q .;%G E 111"'9•��
SHIM SPACE PERIMETER CAULK SHIM SPACE p�.•'v 8F.•'DGd�
EXTERIOR FINISH-� .T✓.. �; No 49752
•. 1��e
BY OTHERS
BY OTHERS ,rcw;�:y"; �_ +•sem
PROPERLY SECURED 1X WOOD BUCK
CONCRETE BY OTHERSe 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1)
(SEE NOTE 2, SHT. 1) a EMBEDMENT 9E #14 WS: 1 1/2" MIN. EMBEDMENT
WOOD BUCK PROTECTION o - o EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENTBy 0 ���tic(O R jOP.•�a�
BY OTHERS (SEE NOTE
SHEET ) ~ 1 1/2" MIN. SHEATHINGS
2X WOOD ` ,',�S�O/iAi►�?a,,
EDGE DIST. BY OTHERS BY OTHERS
PROPERLY SECURED 1X 1/4" RW TAPCON 13 (SEE NOTE 2, SHT. 1)
WOOD BUCK BY OTHERS INSTALLATION ANCHOR #14 WS: 1' MIN. EDGE DIST.
(SEE NOTE 3, SHT. 1) #12 WS: 7/8" MIN. EDGE DIST.
#12 OR #14 WOOD SCREWAPPmved a coroplyieg ft the
12 PloridaH ad'g 'de
> VERTICAL SECTION INSTALLATION ANCHOR Dom+ ,7e
to CONCRETE SUBSTRATE NO FMC Product Design Group,LLC
OPERABLEPANELSHOWN, A VERTICAL SECTION ' cor&d PO BOX 6=6
FIXED SIMILAR WOOD SUBSTRATE � / _ 321.600-1177o�d'FL 6�
OPERABLE PANEL SHOWN, .—yam_
FDi13D SI4L.AR FBPE Certt6cete of AuBrorDetlar
No.26936
INSTALLATION NOTES:
x/14 SHEET METAL yg 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 3
SCREW SELF—DRILLING SCREW 1.1. WOOD FRAMING,
/ 1.2. STEEL SND FRAMING, 4
INSTALLATION ANCHOR 1.9. ALUMINUM FRAMING.AND ab
1.4. CONCRETE ANDIOR MASONRY.
METAL SUBSTRATE
I OTHERS 2 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCREMIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY U
(SEE NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETEIMABONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF u1
EXTERIOR FINISH RECORD. a
BY OTHERS 3/4" MIN. 3 THREADS MIN. 3. iX BUCK OVER CONCRETEMASONRY IS OPTIONAL WHEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X o.
EDGE DIST. EMBEDMENT BEYOND BUCK INTO CONCRETEBIASONRY SUBSTRATE WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
I; (TYP.) INTERIOR WALL TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH
u 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 1/16'OR GREATER OCCURS.MAXIMUM �to
ALLOWABLE SHIM STACK TO BE 114'. m
PERIMETER CAULK U m
21 S. FOR ANCHORING INTO CONCREIEJMASONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT Z �1 ,a 0
BY OTHERS Q� INTO CONCRETE WITH 11 re MINIMUM EDGE DISTANCE AND T MINIMUM EMBEDMENT INTO MASONRY WITH 2'MINIMUM EDGE DISTANCE LOCATE Z a�oJ. �
Q t� ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR uJ -2K
32 LOCATIONS HAVE+)L T TOLERANCE
1 n 8 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: } Z 3 0
I r 6.1. 912 PAN HEAD WOOD SCREWS NNS)WITH SUFFICIENT LENGTH TO ACHIEVE A 13/8'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7I8"MINIMUM Q co
U tg 4 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND Ij in o
INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1'TOLERANCE 2
2 16 62. 914 PAN HEAD WOOD SCREWS NNS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT INTO SUBSTRATE WITH T MINIMUM
18EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 7 ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND Q Z
1 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+P 1"TOLERANCE a o°'o z
7. FOR ANCHORING INTO METAL STRUCTURE USE 914 PAN OR HIX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO "'0li
2 O
INTERIOR ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR z U<s zO
>� B VERT CCALSEEC ON SPACING ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-T W U r
WINDOW g
OPERABLE PANEL.SHOWN, HEIGHT
FDS SIMILAR 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N m
B. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112 =
16 4
7 U
1 16 26 ANCHOR—TO—SUBSTRATE t7
2 EDGE DISTANCES ARE
18 21 TYPICAL AND 7/8" OA LAMINATED GLASS
MEASURED TO BOTH CONSISTING OF: EXTERIOR LAMINATED
1 32 6 SIDES OF SUBSTRATE 16 GLASS — (2) NOMINAL 1/8"
22 ANNEALED GLASS W/ 0.090" Robert J.Amduso.P.E.
KURARAY AMERICA INC. TROSIFOL Flodds P.E.No.49762
INTERLAYER, 7/16"AIRSPACE W/
STAINLESS STEEL SPACER (TYPE 1/2" GLASS ,,�auu�q� ,
It/
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24 � 1/4" MAX tffi6614@ 26� $ 26 No
No 49752"•••��
SHIM SPACE
18 2
PERIMETER CAULS( 39 _ l
BY OTHERS—,--,"
THERS 17 \ 1dIE614B O S E� IF •"Nth
3/4" MIN. 3 THREADS MIN.
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ASBEINTERIOR 0 1�EM TE REDGT
EXTERIOR FINISH (YP-) INTERIOR WALL76 ONA4�PN,•G•�=����
BY OTHERS Li
METAL SUBSTRATE
1 27 BY OTHERS 4
d14 SHEET METAL (SEE NOTE 2, SHT. 1) 18 27
SCREW/SELF—DRILLING SCREW ❑ �p�, ®�yIn�alththc
INSTALLATION ANCHOR 29 i ` I F[dtidB6 Dade`
(�,)—VERTICAL SECTION GLAZING DETAIL 1 GLAZING DETAIL 2 Efy
94 PTO Product Deslgn Group LLC
AL sUBSiRATB FIXED LITE "° "�'°° PO Box 6207/6
OPERABLE PANE.SHOWN, OPERABLE LITE
FD®STMQ.AR 121-.911-17811 iompiaepp mm
FBPE CerlMkate of AuOrodzeBon
No.26936
1/4" MAX. SHIM SPACE-
1/4"
PACE 1/4" MAX. REQUIRED SHIM AS 1 1/2" MIN. EMBEDMENT — CONCRETE
#14 WS: 1 1/2" MIN. EMBEDMENT SHIM SPACE 1" MIN. EMBEDMENT — MASONRY
#12 WS: 1 3/8" MIN. EMBEDMENT 1 7 6 3 16 INTERIOR 15 3 6 13 �
7 1 1/4" f(W TAPCON INSTALLATION ANCHOR w
2X WOOD FRAME BY OTHERS
(SEE NOTE 2, SHT. 1) 21 21
#12 OR #14 WOOD SCREW 12 8 6 I--I� V' 1 1/2"' MIN. EDGE DISTANCE — CONC. a
INSTALLATION ANCHOR Ire Q•' •a 2" MIN. EDGE DISTANCE — MASONRY
i
15 15 � �'V�--CONCRETE OR MASONRY 0 40
#14 WS: 1" MIN. EDGE DIST. V BY OTHERS
#12 WS: 7/8" /MIN. EDGE DIST. 21 21 ••V .Q (SEE NOTE 2, SHT. 1)
` 32 32
J _ Q..• ;Q PROPERLY SECURED 1X WOOD BUCK O 3 o
PROPERLY SECURED 1X WOOD BUCK ti ° 5 5 ° BY OTHERS (SEE NOTE 3, SHT. 1)
x
WOOD BUCK PROTECTION BY X
BY OTHERS (SEE NOTE 2, SHT. 1) XV)
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—/ '�:,•;> + OTHERS (SEE NOTE 3, SHEET 1) �a a
SHEATHING 4!•r.: .:.'-i'.c•S'.t
BY OTHERS 1 tG6 z o
tel; EXTERIOR FINISH ? p a F
EXTERIOR FINISH ERIMETER CAULK PERIMETER CAULK BY OTHERS y=Q oF= 9�a z
BY OTHERS BY OTHERS BY OTHERS a a ON
HORIZONTAL SECTION v g ~
C WOOD FRAME SUBSTRATE ANCHOR—TO—SUBSTRATE r�„ HORIZONTAL SECTION z 0 a s Z
(OPERABLE PANEL SHOWN, EDGE DISTANCES ARE y CONCRETE/MASONRY 1W7 p U �
FDODPANEL SIMB,ARFOR OX) TYPICAL AND SUBSTRATE w H
MEASURED TO BOTH ((OPERABLE PANEL SHOWN. Sp
SIDES OF SUBSTRATE FLEDIC
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1/4" MAX. SHIM SPACE—
REQUIRED
SHIM AS
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16 3 87 1 28 SCREW/SELF14 SHEEr MDR METAL
SCREW 11 9 2 14 16 4 15 y
21 INSTALLA110N ANCHOR
pRobert J.Ammuao,P.E.3/4" MIN. FloAda P.E.No.18752
/EDGE DIST. (TfP.) 23 3z A.-%
21 IWES q��i,��
16 21 ��QQ•••`G E IUB•.�.➢ri
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3 THREADS MIN. 17 No 49752 •�O
EMBEDMENT BEYOND INTERIOR WALL �Q 33
32 METAL SUBSTRATE BY OTHERS 29 z
° (SEE NOTE 2, SHT. 1) .. TAT t4/
d i,�Fsa4 32
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OB .ONA, �,,,,
_ 16 18 16 25 10
PERfMETER CAULK BY RTH RS IORNISH EXTERIOR
BY OTHERSHORIZONTAL SECTION
Approved-as complgivaglW tlio
Florida 8.1 i'Cado
HORIZONTAL SECTION Noor= Pro Product Deep Group,LLC
E METAL sUasrRATE Mia'D Co�u! PO Bax 528776
(OPERABLE PANEL SHOWN, �� Longwood,FL 32752-0776
FD®PANEL SIII.IQARFOR OX) F.P6 m5�788 1 olAuth�ryyyr
N.26836
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Phillips Pan 31 Washer =0 V
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FIXED MEETING RAIL TO FRAME DETAIL
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311-000.M17881780teo®ph cory.mm
' FBPE CeN6nte ofAuOiodutlon
No.26836
Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material
Item No. Description Part Numbers Supplier Material(Notes) a
1 Master Frame(W&H) N White 1060/7720 Energi/Royal White PVC(2)
2 Sash Frame(Operating Sash)/Vents (W&H) N White 1282/7750 Energi/Royal White PVC(2) $
3 Glazing Liftrail Handle(Operating Sash)/Vents(H) N White 1068/7747 Energi/Royal White PVC(2
4 Glazing Bead Stop(Operating Sash)/Veda(H) N White 1067/7745 Energi I Royal White PVC(2) W
5 Pocket Cover Heights/Vents(H) N White 1073/7739 Energi/Royal White PVC(2
6 Pocket Cover Heights/Vents(VII) N White 1073/7724 Energi/Royal White PVC(2
6 Pocket Cover Heights/ N White 1073/7724 Energi/Royal White PVC(2)
7 ISash Cover(Operating Sash)/Vents(H) N White 1078/7725 Energi/Royal White PVC(2)
8 O e fing Sash(VV)Reinforcement ST226-144-0.052 Flygrade Metals .060"GaN. 1)
8 Impost Mullion(H)Reinforcement
ST-226-144-0.052 Hygrade Metals .060"GaN. 1)
9 Interlock Cover(Operating Sash)/Vents(H) N White 1180/7727 Energi/Royal
10A Double Leg Frame New White 06515NEW192 Shapes Unlimited Aluminum 9 ?
1013 Single Leg Frame NewWhits 06516NEW192 Shapes Unlimited Aluminum ,
11 Safe Seal Lock 3220SS-003-EW Vision Industries } a
Safe Seal Kee er8292A-003-EW Vision Industries a 2
12 #12 or#14 Wood Screw MM)(Installation Screw) Na Na Steel ?We
'
13 1/4"Advanced Threadform Tapcon(Installation Screw) n/a fI1N Steel g=g a .z 1
14 Operating Sash-Lock Side(H Reinforcement 615242-120-Solid Joseph Fazio Steel Solid Bar Galy. 1) d c�W
15 7/8"OA.Insulating Glass See Glazing Detail on Sheet 4) Hurricane Laminate Impact Cardinal0 LL
~
16 Wet Glace rating Sash / Fixed Center Section) 552 Sikaflex Black Sika US o U_
�
17A PW Glazing Bead(Fixed Center Section)(H) N White 1080/7753 Energi/Royal a$ 5 m
17B PW Glazing Bead Fixed Center Section N White 1103/7726 Energi/Royal N o
18 kn ost Mullion(Fixed Center Section)(H) N WhitB 1063/7735 Energi/Royal =
19 Sash Stop Frame Cover/Vents N White 1070/7736 Energi/Royal
20 Pocket Insert/Center Section PW N White 1079/7737 Energi/Royal
.210 x.300 Fin Seal Pocket Cover(VII)/1073/7724 W23303NVV0000 Ultra-Fab
.210 x.300 Fin Seal Pocket Cover H 1107317724 VV23303NVV0000 Ultra-Fab
.210 x.300 Fin Seal Im ost Mullion(H)/1063/7735 W23303NVV0000 Ultra-Fab RoWt J:Ammuso,P.E
.187 x.300 Fin Seal Intedock Cover(H)/1180/7727 W23301 NW0000 Utira-Fab Fladd9 RE No.49762
21 .187 x.300 Fin Seal hterlock Cover(Top/Blocks)/1180/7727 W23301 NVV0000 Ultra-Fab ��. 3NUES
.187 x.300 Fin Seal Sash Frame(H)/1282/7750/Energi W23301 NW0000 Ultra-Fab .-*%cENB�•.9G-i
..187 x.300 Fin Seal Sash Frame /1282/7750/Exterior Top W23301 NW0000 UNra-Fab �: No 19752 Stf'O
1.210 x.220 Fin Seal Sash Frame(VV)/1282/7750/Exterior Base W23223NW0000 Ultra-Fab t
1.270 x.220 Fin Seal Sash Frame(H)"/Single Leg Screen Frame W112257W0000 Ultra-Fab VTT of ft
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PO BOX 62WT6
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FBPECWfiataofAutlnorknU n
No.26959
d
Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material(Continued)
item No. Description Part Numbers Supplier Material(Notes) 3
22 Stainless Steel Ball Bearing Rollers WR03-R3 Product Design
23 Hurricane Tilt Latch 1057A-003-EW Vision Industries Steel-Zinc Coated 3)
25 tnpostMulllon(H)Reinforcement ST-888-168-0.062 Hygrade Metals .060"GaM(1)
26 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) We Cardinal Stainless Steel W
Glass Setting Blocks Sash(W)Top/Sash(H) 2N6-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
IL
27 Glass Setting Blocks Fixed(W)Base 2NB-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
Glass Setting Blocks Sash OM Base 2NB-SK-0.125-028-028 Frank Lowe Neoprene w170 to 90 Shore A Durometer
28 #14 Sheet Metal or Self-Drilling Screw Installation Screw n/a n1a Steel
29 #6 x 1 1/4"Tek White/Impost Mullion Rebar(H)(Rem No.8 Reinforcement) 156180 GLF Corporation
30 #8 x 31/2"Phil Pan HD SMS Salt Spray/M t Mullion(H)(2 perConnection) 120913 GLF Corporation
31 5/8"OD x 0.194 D X 0.075"THK Washer/Impost Mullion(H)(2 perConnection) 145030 GLF Corporation g _ o
32 #6 x 5/8"Tek/Impost Mullion Rebar Item No.25 Reinforcement) 117595 GLF Corporation' - � m
33 #6 x 5/8"Tek/Sash Rebar(H)(item No.14 Reinforcement) 117595 GLF Corporation c ti
34 1#6 x 5/8"Tek/Sash Rebar (item No.8 Reinforcement) 117595 GLF Corporation > L` a �
35 1#5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation a Z
36 #8-18 x 0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 137341 GLF Corporation i ale in
37 #8 x 1 1/4"Tek White/Locks 120376' GLF Corporation =a z
38 #6 x 1"Tek White/Keepers 116821 GLF Corporation w ti
39 Black Glazing Tape 1/8 x 3/8 x85' Fixed Center Section) VEN-VG-1208B Industrial Sales z W.o
Misc.Screen Componenls-Not Shown in Drawi W o 2 0
IS
SCN Sween Clip Clear H-884 Product Design o 5 m
SCN Screen CGp Clear H-3150 Product Design N
SCN . Tension Springs 2584 Adept = 1
SCN Fiberglass Screen Cloth Charcoal/29'x 600' 3002606 Phifer Fiberglass
SCN Screen Spline(H/W) EX-FLX-Q165-BK Imperial Plastic USA W
SCN Aluminum Comer Ke CK252X260 H rade Metals ",
Misc.Components-Not Shown in Drawing
MISC Weep Hole Cover White H-808WHZ Product Design Robert I7Mauno.RE
MGC Interlock Cover(Operating Sash /Vents H HH-66 Virryl Cement RH Products Wda P.n M 49,62
MISC Liftrail End Ca White 00156-0001 S.I.L.Plastic ��xQ,`�%�j MES.�zi���
MISC Stainless Steel Staples 3/8 x 112 Sash OM BEA 80/10 Smith Staple •o��,•�f
MISC 30PP12-18P50-9/16 X13/8 X 3 Foam Block W0511022 Lirxienme' Q: ,roo as�5 •%`P
MISC Hurricane Grade SpringCS025 James S ri Wire *•)ONO
MISC Accesso Parts Installation Translucent 02-MO150010C2 Nova and Silicones �ISTYA`TEEbbbOFl '
-Width;(H)-Height;Defines Component Location
S O RINA1CQ'd\=�
Notes:
i���S,Illeg'
(1)Hygrade Metals Specification:AISI 100510 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER MD NOA.NO.18-0122.02
3 HURRICANE TILT LATCH BYVISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOTSHOWN IN DRAWING. re a9 viathe
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PTC ProductEmDesign 520Oma,LLC
PO
PO 776
Longwood
'F 622FL 32762-0716
321490.1700 WoopOPcom.caa
FBPE CuttAwtaotAuthm'vatlon
No.26935
MASTER FRAME O SASH FRAME GLAZING STOP-OPERABLE LITE
WHITE RIGID PVC Q GLAZING STOP W/HANDLE WHITE RIGID PVC
WHITE RIGID PVC 0.070"THK WHITE RIGID PVC O 0.055"THK
0.070"THK 3
0.055"THK 0.312 m
4.17 1.656 0.872 �� 0.872 6
u ,.00 J- w
W
1.530 -��- 1.071 0.366 a
2'73 O SASH COVER GLAZING STOP-FIXED LITE 19 SASH STOP/FRAME COVER
�Qo WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC
1'40 0.065"THK 0.060"THK 0.070"THK 0.050"THK
1 0.298 L L 0.313 $j
0.518 0.552 0.538 0.552 m $ o
�I T Z 8 D-
--3.250--� 1.350 '1 1.031 5 1.031 5 1.638 ¢ m
7 7 oa
O POCKET COVER @POCKET COVER ' z
(EXT.TRACE zo POCKET INSERT ¢ 13
(INT.TRACK) O FIXED PANEL 23 TILT LATCH ^N 4
WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC O,g97^ �+_¢ � I a .z
0.070"THK 0.070"THK 0.070"THK 017x• STEEL-ZINC COATED a o z f
0.323" V a
0.825 0.345" 0.205" n o v
0.85 T
0.850 0.377" 0.709" 0 5
0.166"j T� N g
1.857 1.0857--I 1.133 0.377" �" 2.2T60" m t
5.622" w
O INTERLOCK COVER Qfi REINFORCEMENT o•6s9" ❑
9 WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL O 0.003" 1.087" 0 1 N
0.075"THK GALV.STEEL TUBE 1 012" 0-0 7L09" Raba tJ.Mwruao,P.E
0.050"THICK
F 30-50 KSI 0i71-0,730
Florida P.E N0.497.
0.9115 Fu y 37.5-68.7 KSI 0.514" 0.157' ����Q�.'C•,EEIII'q�0
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71692- No 49752 f t no
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"STATE OF :•�/
REINFORCEMENT zs REINFORCEMENT 18 FIXED MEETING RAIL SCREEN FRAME o®SCREEN FRAME F` �o
ACTIVE STILES FIXED MEETING RAIL MROST MULLION) ALUMINUM ALUMINUM 0 b �O ONA
0.040"THK 0.040"THK • l-E d,
GALV.STEEL BAR GALV.STEEL TUBE WHITE RIGID PVC ��iS�
Fy=30-50 KSI 0.060"THICK 0.066"THK.
Fu=37.5-68.7 KSI Fy=30-50 KSI E3 -� 0.410 0.410 Approved as complying with tha
Fu=37.5-68.7 KSI o o I � � pladasg•a• t;cde �
2.211 1 e s"
•pr6duct Uncal
0.72 0.730 ^ 1.463 1.463 Prc Pmaud Design croup,uc
(� PO Bax 620776
0.355 321-690-1768 mnro®P�r mm
0.935 2.060 FBPE Certificate ofA meau6on
No.25996