HomeMy WebLinkAboutProduct Approval MIAMI-DMADE
W
MMI DARE COUNTY
RODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONO RESO rip 11805 SW 26 Street Room 208
RE s O!G ')'p
BOARD AND CODE ADMINISTRATION DIVISION (786)315-2590 F(786)315-2599.
NOTICE OF ACCEPTANCE (NO AUG 2 6 26a www.miamidad"oy/eeonowy
Regency Plus,Inc. �Lucie County, Permitting
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 Velocity Hurricane Zone.
DESCRIPTION: Series"Tech 5505 Vin I"Horizontal Rolling Window(XOX)—L.M.I.J
APPROVAL DOCUMENT: Drawing No. RPLS0078, titled"Series Tech 5505 Vinyl Horizontal Sliding
(XOX) Window - L.M.1") sheets I 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 followiMg 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 beer.r,
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change,
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertisingor 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 I
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page I and evidence pages E-I as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao,P.E.
WMAMMADEC UNTY 449-1vnP31,010) AK)6— NOA No.19-0124.04
?3= 0 'Expir
AN(01, ation Date: July 03,2024
hF . Approval Date: July 03,2019
C 0 Er
9 0 (0M?)U L_ Page 1
Vacis COUNIn
1WHA. r
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 Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of 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 61b
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. 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-6t' 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
4
LARGE MISSILE IMPACT RESISTANT
U
NOTES* INSTALLATION ANCHORAGE DETAILS cc
3
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). a
2. 2X WOOD FRAMING.IX OR 2X WOOD BUCK METAL FRAMING AND CONCRETEMASONRY OPENING TO.BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETEIMASONRYOPENING 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. m
3 m ^o a
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 = a O
E.RUPP,FLORIDA P.E. `$ 0 0Q'
5. MATERIAL'
6.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER MIAMI-RADE NOA NO.18-012202 OR CURRENT NOA Y
62 REINFORCEMENT: Q O
521. GALVANIZED STEEL BAR(0.72'X 0.355,Fy=3050 ksl 8 Fu=37.638.7 ksQ-ACTIVE STILES
5.22 GALVANIZED STEEL C CHANNEL(0.73'X 0.434"X 0.060'THICK Fy=3030 ksi 8 Fu-37.5-08.7 ksQ-RAILS AND FIXED MEETING STILE. Z p f-
523. GALVANIZED STEEL TUBE(0.935'X 0.73'X 0.060'THICK Fy=3030 ksl 8.Fu-37.538.7 ksQ-FDIED MEETING STILE U)=Q )
5.3. LAMINATE GLASS INTERLAYER TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER MIAMI-RADE NOA NO.17-1114.14 OR CURRENT NOA 0 4Q°�a.�t/1 3u Z
-iC1W op� 5S
S. GLAZING: v NZ
6.1. GLAZING DETAILAS TESTED: cc
8.1.1. OVERALL:718'NOMINAL INSULATING LAMINATED GLASS. ul v _
8.12 GLASS THICKNESS:(1)LTTE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR w O
6.1.3. LAMINATED LITE(2)LTTES OF 11W NOMINAL ANNEALED GLASS SEPARATED BY A 0.090'TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.
6.1.4. SPACER TYPESIZE:CARDINAL XL EDGE 7/16'STAINLESS STEEL SPACER(TYPE SS-D).
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(29EAF DUAL DUROMETER AND SIKA FLEX-552-BACKBEDDING WITH A SNAP14N(2KEAF gUAL DUROMETER RIGID VINYL GLAZING BEAD. n
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENTEDITION 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 v gIy
6.3. AS TESTED GLAZING MEETS ASTM El 30(14M FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 8:
fA
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE F111F1Z w
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 1/4'. y
9. FOR ANCHORING INTO CONCRETEMASONRY USE 1/4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'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+/-1'TOLERANCE; Robot J.Apar .P.E.
HOWEVER MINIMUM REQUIREMENTS MUST BE MET. Fk.1da P.E No.49762
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
10.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 31W MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2-ON CENTER LOCATE ,��tpUlfyry7j '
10.2 #14CHORS AS PAN HEAD HOWN IN ELEVATIONS AND WOOD CREWS(Ws)NRH SUFFICCIENT LENGTTHTION DETAILS.ACHIEVE A 1 0 MINIMUM MBEDMENT INTO SUBSTRATE CHOR LOCATIONS HAVE+I-I-TOLERANCE;HOWEVER MINIMUM
WITH l"MINIMUMQUIREMENTS MUST BE MET.EDGE DISTANCE AND MINIMUM ANCHOR T0.4NCHOR SPACING OF 2'ON CENTER LOCATE ��.�`Q�3AMES,q-
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. 0�44,•��G E
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 NO 49752 O
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 1A�*
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS S A E OF
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS 'SHEET DESCRIPTION ' �lc .O p L.
13.1.AND ANCHOODORS
MINIMUMSHALL SNOT P CBFlCSED SUBS
ITYOFTR 0.42(NON-SURE)AND 0.55(S THAN
THE MINIMUM STRENGTH SPECIFIED BELOW. 1 NOTES �i�SS,0NA`
132 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
13.4. METAL STRUCTURE,MINIMUM:STEEL 18GA(0.0428',Fy=33KSI/Fu=45KSI OR ALUMINUM 6063-T5Mow THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS Appwadas-plyini; Jtbtho
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVIR CODE REQUIREMENTS. 4 VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES F1 Ida Cod°
14. APPROVED CONFIGURATIONS:XOX,OX AND XO.OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. Dato ar7 oe to 19 .
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 Hud Cod DTC Product Design cmup,LLC
FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. 6 CONSTRUCTION DETAILSPO Box 620775
14.2 DAYLIGHT OPENING(DLO)WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. (/� Longwood.FL 32752.0776
14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX 7&8 BILL OF MATERIALS �` 321-690.1768 brto®ptom�Rmm
14A. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED F9PE Cerucate ofHuNmtzsdon
9 COMPONENTS No.26935
DUE TO THE LOWER FRAME WIDTH.
28 r"MAX.
32"MAX. DLO WIDTH 3
ACTIVE 41"MAX.DLO
PANEL WIDTH
WIDTH 3 4
w €
DESIGN PRESSURE RATING(PSF) IMPACT RATING
LARGE MISSILE a
0 +55.01-55.0 IMPACT
Dox
Q �J Q 1. MAXIMUM ACTIVE PANEL SIZE:32"X 59-7/8" �J
i W C 2_ _ W 2. DAYLIGHT OPENING(DLO)SIZE.
F x 5 O n 0 V 5 m cv) 2.1. ACTIVE.:28-3/4"X 563/8" $ N LL
C) /� F N F /� utOi fD 2.2. FOXED:41"x 57-10 z a o
5 / O LL 3. WEEP HOLE SIZE AND LOCATIONS a
/ 3.1. INTERIOR SILL INSERT Z
3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH Rz.3
NOTCH ¢ z a
3.1.2. LOCATION:EACH END AND Lj o UO
31.5-)FROM EACH END OF THE z 6:n w $ I
INTERIOR SILL INSERT ai x'
32. EXTERIOR SILL TRACK
A A 3.21. 0.75"WIDE BY 025"HIGH NOTCH IL c7 W O o
3 4 3.2.2. LOCATION:EACH END OF THE v y 2 o 13
EXTERIORSILLTRACK z n Q=
111"MAX.FRAME WIDTH .d
3.3. INTERIOR SILLTRACK O O
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW w n�5 z
3.3.1. SIZE:.0.375•DIAMETER BC ca 5 O
EXTERIOR VI 3.3.2. LOCATION:16.5"AND 32.5°FROM R o Q $
EACH END AND MIDSPAN OF THE m
11" -1/2"MAX.TYP. INTERIOR SILL TRACK m
10"MAX MAX.. 3.4. EXTERIOR SILL TRACK
9"MAX.TYP. 10"MAX. 3.4.1. SIZE: WIDE BY 0.25"HIGH W
3.4.2. LOCATION:EACH END OF THE
EXTERIOR SILL TRACK w
m
r 3.5. EXTERIOR SILL FACE
T 3.5.1. SIZE:1.25"WIDE BY 025"HIGH WITH
PLASTIC WEEP COVER Robert J.A"aras",P.E.
3.5.2. LOCATION:3"FROM EACH END OF Florida P.E.No.49762
THE EXTERIOR SILL FACE
13"MAX.TYP. 4. SEE GLAZING DETAIL SHEET OF 9. :� JAMES 4-'%
GENS•• ,p i
p0r `• F•:'!ice
No 49752 :moo
TE
%IONAJv
'
Illy
3"MAX.TYP.– �— 4"MAX.TYP. oTEs: e® withtda
1. HEAD AND SILL ANCHORAGE THE SAME
2 +/-1'TOLERANCE ON ANCHOR LOCATION.
9"MAX.TYP, 6"MAX.TYP. Nouns
21. TAPCON MINIMUM SPACING IS4'OC.
9"MAX.TYP. 2- WOOD AND TAPPING SCREW MINIMUM MIS uct C.batrol PTC Product OX ign620 Group,LLC
POd 629776
SPACING IS 2'OC.
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW PBPPECer9�� u
EXTERIOR VIEW-ANCHORAGE No.25935
PROPERLY SECURED 1X 1 4 fllY TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK BY OTHERS 13 / "INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1) B
(SEE NOTE 3, SHT. 1) 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. a, S
WOOD BUCK PROTECTION EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST 2X WOOD
BY OTHERS (SEE NOTE BY OTHERS
3, SHEET 1) ±' ad'•v•b 'v v SHEATHING BY OTHERS (SEE NOTE 2, SHT. 1)
CONCRETE BY OTHERS ., ` w
(SEE NOTE 2, SHT. 1) ?r,. v c v ' A 1 1/2" MIN.
EMBEDMENT EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT
1/4' MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT
SHIM SPACE ,+
EXi BIYROTHERS ' � 21S SHIM SPACE
PERIMETER CAULK
BY OTHERS I I 32 PERIMETER CAULK 21 m
BY OTHERS Q13
Qz o
4 8
1s ` 1
V In( U O w�
2 15 ,5 u 1s D 4 } n F a
Zw
2 16 15 V m j z
1 =C7nrao < I
B
aa.
VERTICAL SECTION
CONCRETE SUBSTRATE INTERIOR Ja w o
WINDOW EXTERIOR SHOWN, INTERIOR PRIOR B VERTICAL SECTION o z
FU¢ED SEMn AR WOOD SUBSTRATE WINDOW =U Q=_
HEIGHT OPHRABLEPANELSHOWN, HEIGHT o v J
FIXED SA'QLAR W F tL U
�o�SF
15 4 15 4 N 4�
16 27 ANCHOR—TO—SUBSTRATE 16 27 uSS p 1
1 8 EDGE DISTANCES ARE 1 e gg
2 TYPICAL AND 2 g
tg 21 MEASURED TO BOTH 18 21 w
SIDES OF SUBSTRATE it
1 32 6 1 32 6 m
aT� 22 22 9
aI.
PERIMETER CAULK I I Rabat J.Amauso,RE
762
BY OTHERS uQO Q° %%%.F10%__ firfi���i
24 1/4' MAX. 24 0 1/4" MAX. .•�GENS.;�09�i�
SHIM SPACE SHIM SPACE p�:*�' F•%%GG
PERIMETER CAULKQ: No 49752
EXTERIOR FINISH .: BY OTHERS L;
BY OTHERS PROPERLY SECURED 1X WOOD BUCK
CONCRETE BY OTHERS e 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) STA
(SEE NOTE 2, SHT. 1) `';, v '° EMBEDMENT sitz #14 WS: 1 1/2" MIN. EMBEDMENT
EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENT .(O R 1pQ•'����
WOOD BUCK PROTECTION �'� a4.•e o ' o BY OTHERS •'•••.....•••'
BY OTHERS (SEE NOTE 3, ^ 1 1/2" MIN. 2X WOOD ' 4ii ill%
SHEET 1) EDGE DIST. SHEATHING BY OTHERS
PROPERLY SECURED 1X 13 BY OTHERS SEE NOTE 2, SHT. 1)
WOOD BUCK BY OTHERS 1/4' TTW TAPCON #14 WS: 1" MIN. EDGE DIST.
(SEE NOTE 3, SHT. 1) INSTALLATION ANCHOR #12 WS: 7/8" MIN. EDGE DIST.
#12 OR #14 WOOD SCREW �PfdaB a d*ed OID.'ty'�"'t1'ma
FLa<1da6 Ra• coda
INSTALLATION ANCHOR 12 Data
VERTICAL SECTION Nona
A PTC Product Dmlpn Group,LLC
OPERABLE
CONCRETE
sLToa�m1, A VERTICAL SECTION D c�aaa PO Box 62a775
WOOD SUBSTRATE Longwood,FL 57/52-07!5
FDIEDSEMLAR OPERABLE PANE,SHOWN, �� 321-690.1788hdo®ptomM.cDM
®
FDcrnm eR WE Cetftats ofAuaratrwon
No.25935
INSTALLATION NOTES:
14 SHEET METAL 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
28 1.1. WOOD FRAMING, o
SCREW/SELF—DRIWNG SCREW 1.2 STEEL STUD FRAMING, 00
INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND
1.4. CONCRETE ANDIOR MASONRY.
METATE
BY OOTHERS�� 2 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY 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 a
EXTERIOR FINISH RECORD. a
BY OTHERS 3/4" MIN. 3 THREADS MIN. 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WALL PASS THROUGH WINDOW FRAME AND 1X
y' EDGE DIST.+ EMBEDMENT BEYOND BUCK INTO CONCRETEIMASONRY SUBSTRATE WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
(TYP,) I INTERIOR WALL TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH Ica !
APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF1/4" MAX. RECORD.
SHIM SPACE
4. SHIM A5 REQUIRED AT EACH INSTALLATION ANCHOR WATH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16.OR GREATER OCCURS.MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4'.
PERIMETER CAULK 21 6. FOR ANCHORING INTO CONCRETEIMASONRY USE 114"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1R"MINIMUM EMBEDMENT BY OTHERS Qp INTO CONCRETE WITH 1 12'MINIMUM EDGE DISTANCE AND PMINIMUM EMBEDMENT INTO MASONRY WITH T MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.,"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR32 LOCATIONS HAVE+A VTOLERANCE1 8 6. FORANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
Q 6.1. 012 PAN HEAD WOOD SCREWS(WS1WITH SUFFICIENT LENGTH TOACHIEVE A1318'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 71WMINIMUM Q zZ
4 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF TON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND z=m
19 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ?
2 15 62 014 PAN HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1R"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1'MINIMUM CA Z
= 1
18 EDGE DISTANCE AND MINIMUM ANCHOR-TO,ANCHOR SPACING OF 2'ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND CA a �Z
1 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE a f
a
Wowo
7. FOR ANCHORING INTO METAL STRUCTURE USE 014 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO y ¢O
OZ
INTERIOR ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR TO•ANCHOR W U¢X0
VERTICAL SECTION SPACING OF T ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+(-T C!• p U 5!I=
EXTERIORB M61AL SUBSTRATE WINDOW TOLERANCE W a I-z
INTERIOROPFRABLBPANELSHOWN. HEIGHT NOT SHOWN FOR CLARITYc N
RNED S]IMMLAR INTERIOR AND EXTERIOR FINISHES BY OTHERS. . N
S. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112
15 4
16 27 ANCHOR—TO—SUBSTRATE
a w F=
1 EDGE DISTANCES ARE
19 2 21 TYPICAL AND 7/8" OA LAMINATED GLASS H
MEASURED TO BOTH CONSISTING OF: EXTERIOR LAMINATED
1 32 6 SIDES OF SUBSTRATE 15 GLASS — (2) NOMINAL 1/8"
(� ANNEALED GLASS W/ 0.090" Robert
u 22 KURARAY AMERICA INC.TROSIFOL p 49 P.E.
INTERLAYER, 7/16"AIRSPACE W/
STAINLESS STEEL SPACER (TYPE 1/2" GLASS ,�ppnryy
Ii
aD $ GLASS' INTERIOR 1/8"TEMPERED 15 BITE �OOk,Q`�GEEN -O�Gi
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BY OTHERS METAL SUBSTRATE1 27 4
MIETAL BY OTHERS 16
SCREW/SELF DRILLING SCREW (SEE NOTE 2, SHT. 1) ❑ 27 mWmplgiag'111hthv
INSTALLATION ANCHOR Date vuv dt°6ada
GLAZING DETAIL 1 GLAZING DETAIL 2 NO 94 PTC Product Design Group,LLC
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1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE
#14 WS: 1 1/2" MIN. EMBEDMENT SHIM SPACE 131" MIN. EMBEDMENT - MASONRY
#12 WS: 1 3/8" MIN. EMBEDMENT 1 7 8 3 16 INTERIOR 16 3 6 7 1 1/4"TTW TAPCON INSTALLATION ANCHOR W
2X WOOD FRAME BY OTHERS 21 21
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#12 OR #14 WOOD SCREW 1E �Jq 8 8 p� y 2" MIN. EDGE DISTANCE - MASONRY
INSTALLATION ANCHOR--\ lul Q
-(I--- a 15 15 V -CONCRETE OR MASONRY
#14 WS: 1" MIN. EDGE DIST. V .a BY OTHERS
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BY OTHERS 10 EXTERIORtOB. ci �2 0
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21 INSTALLATION ANCHOR
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Series Tech 5505 XOX 3-1-ite Impact Slider/Bill of Material
rem No. Description Part Numbers Supplier Material(Notes) a
1 Master Frame &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)/Vents(H) N White 1067/7745 Energi/Royal White PVC(2) w
5 Pocket Cover Heights/Vents(H) N White 1073/7739 Energi/Royal White PVC(2) a
6 Pocket Cover Heights/Vents(W) N White 1073/7724 Energt/Royal White PVC(2)
6 Pocket Cover Heights/(W) N White 1073/7724 Energi/Royal White PVC(2)
7 Sash Cover(Operating Sash)/Vents(H) N White 1078/7725 Energi/Royal White PVC(2)
8 Operating Sash(VV)Reinforcement ST226-144-0.052 Hygrade Metals .060"Galy.(1)
8 Impost Mullion(H)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Gale.(1)
9 Interlock Cover Operating Sash /Vents(H) N White 1180/7727 Energi/Royal m
10A Double Leg Frame New White 06515NEW192 Shapes Unlimited Aluminum z ?
106 Single Leg Frame New White 06516NEW192 Shapes Unlimited Alumintan o
Safe Seal Lock 3220SS-003-EW Vision Industries } o
11 Safe Seal Keeper 8292A-003-EW Vision Industries ,�s
12 #12 or#14 Wood Screw(WS)(Installation Screw) Na Na Steel i I r-�', a y
13 1/4"Advanced Threadform Tapson(Installation Screw) Na fIV11 Steel
14 Operating Sash-Lock Side(H)Reinforcement 615242-120-Solid Joseph Fazzio Steel Solid Bar Galy(1) o ,
15 7/8"OA.Insulating Glass(See Glazing Detail on Sheet 4) Hurricane Laminate Impact Cardinal z vu
0 0
16 Wet Glaze(Operating Sash)/(Fixed Center Section) 552 Sikaflex Black Sika US 0 j F m
17A PW Glazing Bead(Fixed Center Section)(H) N White 1080/7753 Energi/Royal o g
17B PW Glazing Bead(Fixed Center Section)(VV) N White 1103/7726 Energi/Royal N ig
18 Impost Mullion(Fixed Center Section)(H) N White 1063/7735 Energi/Royal
19 Sash Stop Frame Cover/Vents N White 1070/7736 Energi/Royal k'
20 Pocket Insert/Center Section PW N White 1079/7737 Energi/Royal W
.210 x.300 Fin Seal Pocket Cover(W)/1073/7724 W23303NW0000 Ultra-Fab
.210 x.300 Fin Seal Pocket Cover(H)/1073/7724 W23303NW0000 Ultra-Fab
.210 x.300 Fin Seal Impost Mullion(H)/1063/7735 V123303NW0000 Ultra-Fab „tel Am=,P.E.
.187 x.300 Fin Seal harlokdC Cover(
H /1180/7727 W23301 NW0000 Ultra-Fab Florida P.E No.40762
21 .187 x.300 Fin Seal Interlock Cover op/Blocks)/1180/7727 W23301 NVV0000 Ullra-Fab •k�JAMES�,q�Oz
.187x.300 Fin Seal Sash Frame(H)/1282/7750/Emergi W23301 NW0000 Ultra-Fab4P%;%W.
.187 x.300 Fin Seal Sash Frame /1282/7750/Exterior Top W23301 NW0000 Ultra-Fab No 49752 '.0
,.210 x.220 Fin Seal Sash Frame(W)/1282/7750/Exterior Base W23223NW0000 Ultra-Fab WTATO�F
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1.270 x.220 Fin Seal Sash Frame(H)/Single L Screen Frame W112257W0000 Ultra-Fab .
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Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material(Continued)
Item No. Description PartNumbers Supplier Material(Notes)
3
22 Stainless Steel Ball Bearing Rollers WR03-R3 Product Design
23 Hurricane Tift Latch 1057A-003-EW Vision Industries Steel-Zinc Coated(3)
25 Impost Mullion(H)Reinforcement ST-888-168-0.062 Hygrade Metals .060"Galv.(1)
26 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) n/a Cardinal Stainless Steel W a
Glass Setting Blocks Sash(V1/)Top/Sash(H) 2NB-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
27 Glass Setting Blocks Fixed(VV)Base 2NB-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
Glass Setting Blocks Sash(W)Base 2NB-8K-0.125-028-028 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
28 #14 Sheet Metal or Self-Drilling Screw(Installation Screw) n/a rda Steel
29 #6 x 11/4"Tek White/Impost Mullion Rebar(H)(Item No.8 Reinforcement) 156180 GLF Corporation
30 #8 x312"Phil Pan HD SMS Saft Spray/Impost Mullion(H)(2 perConnection) 120913 GLF Corporation 3 m o
31 5/8"OD x 0.194 ID X 0.075"THK Washer/Impost Mullion H) 2 per Connection) 145030 GLF Corporation i; a o
32 #6 x 5/8"Tek/Impost Mullion Rebar(H)(hem No.25 Reinforcement) 117595 GLF Corporation
33 #6 x 5/8"Tek/Sash Rebar(H)(Rem No.14 Reinforcement) 117595 GLF Corporation o (y
34 #6 x 5/8"Tek/Sash Rebar(VV)(Rem No.8 Reinforcement) 117595 GLF Corporation a o
35 #5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation d G o
36 #8-18 x 0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 137341 GLF Corporation = N d ..g l
37 #8 x 11/4"Tek White/Locks 120376 GLF Corporation 3 oa z 9 Frz
38 #6x 1"Tek White/Keepers 116821 GLF Corporation } w
39 Black Glazing Tape 1/8x3/8 x85'(Fixed Center Section) VEN VG-1208B Industrial Sales z o 0
Misc.Screen Components-Not Shown in Drawing v o" zi
SCN Screen Clip Clear H-884 Product Design o 5 m
SCN Screen Clip Clear H-3150 Product Design N
SCN . Tension Springs 2584 Adept
SCN Fiberglass Screen Cloth Charcoal/28"x 600' 3002606 Phifer Fiberglass k
SCN Screen Spline(H/W) EX-FLX-0165-BK Imperial Plastic USA w
SCN lAJumlnumComer Keys ICK252X260 Hygrade Metals
Misc.Components-Not Shown in Drawing oil
MISC Weep Hole Cover White H-808WHZ Product Design Rd*dJ.Aroonao.P.E.
MISC Interlock Cover(Operating Sash)/Vents H HH-66 VirrA Cement RH Products Florida P.E.Na 49752
MISC Uftrail End Caps Whits 00156-0001 S.I.L.Plastic ��.�``��SNMES
MISC Stainless Steel Staples 3/8 x 12 Sash(%M BEA 80/10 Smith Staple Jo�rvQ�V�GEIVS OCG
MISC 30121212-18P50-9/16 X1 3/8 X 3 Foam Block VV0511022 Lindenmeyr Q: No 49 _
MISC Hurricane Grade Spring C8025 James Spring Wire
MISC jAccessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones sTaTE OF
-Width; H)-Height;Defines Component Location y'PF.°c o , p,:`�� +
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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 MD NOA.NO.18-0122.02
3 HURRICANE 11LT LATCH BYVISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. Aaae�av . yingwitnthe
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No.26935
O MASTER FRAME O SASH FRAME GLAZING STOP-OPERABLE LITE
WHITE RIGID PVC
WHITE RIGID PVC 0 GLAZING STOP W/HANDLE WHITE RIGID PVC
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0.070"THK 0.070"THK WHITE RIGID PVC 0.055"THK 3
0.055"THK 0.312
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O0�0 0.065"THK 0.060"THK 0.070"THK 0.050"THK llsoll
0.298 �_ �_ 0.313
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WHITE RIGID PVC WHITE RIGID PVC 0.897" =nQ rz _
WHITE RIGID PVC STEEL-ZINC COATED
0.070"THK 0.070"THK 0.070"THK 0.176• a p z
0.323° 0 N 2 K a
0.345" 02
0:If .205" m 0, v
0.825 WJF
0.85 } 0.37T" E 0.709" c S
0.850 J N e
0.166° g
1.857--I 1.0857 1.133 0.377" 1.908 2280' 1
5.622" a
O INTERLOCK COVER @ REINFORCEMENT 0.669" p y
WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL O 0.803" ' 1.067" 0
0.075"THK GALV.STEEL TUBE
0.050"THICK 1.012° 0.709" Robert J.Anmso.RE
Floddo P.E No.49752
Fy=30-50 KSI 0.434 ,puuuo�yp
0.91 Fu=37.5-68.7 KSI 0.730 0.157" � G EE -qp
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1a REINFORCEMENT 25 0, ••A' oP.•
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ACTIVE STILES FMD MEETING RAIL (IMPOST MULLION) ALUMINUM ALUMINUMONALE�6�,
GALV.STEEL BAR
GALV.STEEL TUBE WHITE RIGID PVC 0.040"THK 0.040"THK
Fy=30-50 KSI 0.060"THICK 0.066"THK
Fu=37.5-68.7 KSI Fy=30-50 KSI {--0.410 0.410 Approved as complying with the
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'I No.25935