HomeMy WebLinkAboutProduct Approval (2) I- ILE
M IAM FDADE -DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADM WSTRATION DIVISION T(786)315-2590 F(786)315-2599
O E QF ACCEPTANCE OA 'amid ae. oy/econom
Regency Plus,Inc.
2000 Locust Gap Highway Lgaovemmg
Mt.Carmel,PA 17851 2� �
SCOPE: y, Permitting
This NOA is being issued under the applicable,rules and regulata of cnstruction .
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 includin the Hio_yelqcity Hurricane Zone.
DESCRIPTION: Series"Tech 5505 Vinyl"Horizontal Rolling Window(XOX)—L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0078, titled"Series Tech-5505 Vinyl Horizontal Sliding
(XOX) Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, 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 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, 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.
ta�arawaoE couwrir O'1�OS�iol�! 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 Infiltration Test,per FBC;TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBG,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 EntryTest,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 6th
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-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.
Sifang 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 SLIMING (XOX) WINDOW
LARGE MISSILE IMPACT RESISTANT
NOTES: INSTALLATION ANCHORAGE DETAILS a
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).
2 ZX WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEMIASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,IX 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 13 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-110-21458-1,DATED 10/18118 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD '�` $ O
E.RUPP,FLORIDA P.E. z ?
5. MATERIAL:
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER MIAMI-DADE NOA NO.18-0122.02 OR CURRENT NOA 6
5.2 REINFORCEMENT: - Q Z
5.2.1. GALVANIZED STEEL BAR(0.72"X 0.355",Fy-30-50 ksl&Fu-37.6.68.7 ksi)-ACTIVE STILES S
5.2.2. GALVANIZED STEEL C-CHANNEL(0.73'X 0.434"X 0.060'THICK,Fy-30-60 kai&Fu-37,&6&7 kai)-RAILS AND FIXED MEETING STILE. Z oo vi
&23. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.057 THICK,Fy=30.50 ksi&Fu=37.5.68.7 ksl)-FIXED MEETING STILE 2.rn 9, F
5.3. LAMINATE GLASS INTERLAYER TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER MIAMI-RADE NOA NO.17-1114.14 OR CURRENT NOA j a to s z
B. GLAZING: Y F WR
Z iu
6.1. GLAZING DETAIL AS TESTED: Lt fD m
6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. z M a=
6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIgR. C7 O V-+
6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.
6.1.4. SPACER TYPEISIZE:CARDINALXL EDGE 7116"STAINLESS STEEL SPACER(TYPE SS-D). o 5
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"652"BACKBEDDING WITH A SNAP-IN(2).LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N q
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLUWCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER GASKET uS 1
MATERIALS SHALL BE EOPM WITH A MINIMUM 60 SHORE A DUROMETER
6.3. AS TESTED GLAZING MEETS ASTM E1300-08a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. �tl
rn
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. to
m
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8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/18'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". m
uf
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1112'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.Amoroso,P.E.
HOWEVER MINIMUM REQUIREMENTS MUST BE MET. Florida P.E.N.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 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE %"1111111188's,
10.2 ##114 PAN HEAD WOOD CREWS(WS)WITH CHORS AS SHOWN IN ELEVATIONS SUFFICA INSTALLATION
TO ACHIEVE A 1112-HOR MINIMU EMBEDMENT INTO SUBSTRATE ONS HAVE+/-i"TOLERANCE;HOWEVER MINIMUM
I- IINIMUIM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ��♦4REMENTS MUST BE MET. Q`.SCE....
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. ,qj,•\,
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 3/4"MINIMUM EDGE ` No 49752
DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-T TOLERANCE. `�•
12 ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS STA E OF
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS 'SHEET DESCRIPTION I �F'4.........
R 1
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 1 NOTES �i11SS, �N6�♦♦
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.65(HVHZ) I� ON
132 CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 2 ELEVATION&ANCHOR LOCATION ,,1111111111,,♦
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C90,MEDIUM WEIGHT WITH DENSITY>117PCF
13.4. METAL STRUCTURE,MINIMUM:STEEL 1 8G(0.04287,Fy-33KSI/Fu-45 KSI OR ALUMINUM 6053-T5 0.048"THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS Approved as complyin5 mith Oul
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FOC HVHZ CODE REQUIREMENTS. Flonda6 Code
4 VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES Date C8 .c)
14. APPROVED CONFIGURATIONS:XOX,OX AND XO.OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. NO qej.
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 N.1! PrLduct Coo PTC Product Desion(roup,LLC
FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. 6 CONSTRUCTION DETAILS PO Eos 620776
14.2. DAYLIGHT OPENING(DLO)WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. gS_� Longxood,FL 32762-0776
14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX. 7&8 BILL OF MATERIALS 321.890.1788 Inloftto rp wn
No.
2
14.4. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AAS NEEDED FBPE Cartio}Authodradon
DUE TO THE LOWER FRAME WIDTH. 9 COMPONENTS NNo.26835
I;
28 4'07 MAX.
32"MAX. DLO WIDTH
ACTIVE 41"MAX.DLO
PANEL WIDTH e 6 9
WIDTH 3 4
w E
DESIGN PRESSURE RATING(PSF) IMPACT RATING � `�
o / /
$C.. +55.01-55.0 LARGE MISSILEIMPACT
a °°ll (� 2 U+ = NOTES:
W— C W1. MAXIMUM ACTIVE PANEL SIZE:32"X 59 7/8"rIm LU W xa LU W 2. DAYLIGHT OPENING(DLO)SIZE: g m o a,
Lnn F"x 5 x/ O I�O x 5 (DO �g 21. ACTIVE.:28-3/4"X 58-5/8" o 0
U F to J F I 2.2. FIXED:41"X 57-12" z a s a
Q // ❑ / O
3. WEEP HOLE SIZE AND LOCATIONS
5 5 UL
3.1. INTERIOR SILL INSERT
3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH L<o$
NOTCH
3.1.2. LOCATION:EACH END AND �j=ro 8 oO
31.5")FROM EACH END OF THE 8 C9
INTERIOR SILL INSERT CST¢ q z
A A 3.2. EXTERIOR SILL TRACK ¢a z
3.2.1. 0,75"WIDE BY 0.25'HIGH NOTCH a O w 0
3 4 3.2.2. LOCATION:EACH END OF THE t-m
EXTERIOR SILL TRACK =�¢_
111"MAX.FRAME WIDTH m v 7d
3.3. INTERIOR SILL TRACK w O r 4z
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1. SIZE:0.375"DIAMETER o S o
EXTERIOR VIEW 3.3.2. LOCATION:16.5"AND 325"FROM N Q
EACH END AND MIDSPAN OF THE S t
11"MAX. 5-1/2"MAX.TYP. INTEPJOR SILL TRACK w
10"MAX. 3.4. EXTERIOR SILL TRACK
9"MAX.TYP, �— 10"MAX. 3.4.1. SIZE:1"WIDE BY 0.25"HIGH N
3.4.2. LOCATION:EACH END OF THE L"
EXTERIOR SILL TRACK w
3.5. EXTERIOR SILL FACE
3.5.1. SIZE:1 WIDE BY 025"HIGH WITH
PLASTIC
WEEP COVER Kapott J.Ammuso,P.E.
3.5.2. LOCATION:3"FROM EACH END OF Florida P.E No.49752
THE EXTERIOR SILL FACE MES 4
13' MAX.TYP. 4. SEE GLAZING DETAIL SHEET 4 OF 9. ��,�•�PMES
/ 00�••�,�G E N3�•.,9G�i
No 49752 %'
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SF
/ // / � •: T TE F .W
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S,..NA1 eEt�'GO•
3"MAX.TYP. 4"MAX.TYP. NOTES: B acorn n.nimine
1. HEAD AND SILL ANCHORAGE THE SAME Data
9"MAX.TYP. -► �- 5"MAX.TYP• 2• +1-1'TOLERANCE ON ANCHOR LOCATION. Date �.n
2.1. TAPCON MINIMUM SPACING 154.00. NOAMlmnl' +I j+j final pTC Product Design Group,LLC
9"MAX.TYP. 22. WOOD AND TAPPING SCREW MINIMUM PO BoX 520775
SPACING IS 2'OC. //-��
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW B� Longwood,FL 32752AT76
321.890.1788 toofAuo�Wzation
F9PE Certificate otAuemtls85on
'EXTERIOR VIEW-ANCHORAGE I No.25935
PROPERLY SECURED 1X 13 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1) B
(SEE NOTE 3, SHT. 1) #14 WS: 1" MIN. EDGE DIST. „ S
WOOD BUCK PROTECTION 1 1/2" MIN' #12 WS: 7/8" MIN. EDGE DIST.
EDGE DIST. 2X WOOD
BY OTHERS (SEE NOTE BY OTHERS
3, SHEET 1) s: ad' c SHEATHING (SEE NOTE 2, SHT. 1)
CONCRETE BY OTHERS `• BY OTHERS w
(SEE NOTE 2, SHT. 1) i' .. a v v v 1 1/2" MIN.
EMBEDMENT EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT ¢
1/4MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT a
-S % {-SHIM SPACE '� {
EXTERIOR FINISH � i 1/4" MAX.
BY OTHERS q 21 r>�* SHIM SPACE
PERIMETER CAULK Q�
BY OTHERS n 32 PERIMETER CAULK 21
�L BY OTHERS po 0 Q rm-
1 6 32 0 0
? �
19 4 1 B mF
In(
2 19 15 0u 19 4 y ?¢S
10 15 �"
16
1 2 Z0n HO
0 Q N. .
U = z I
VERTICAL SECTION a o
WINDOW EXTERIOR OPOUBLEPANB SHOWN, INTERIOR EXTERIOR RIOR B VERTICAL SECTION MATEINTERIO@ *0
HEIGHT PL®6BC.AR WoODSUBSTRATE WINDOW z 5 0 z
OPERABLE PANEL SHOWN, HEIGHT
FD®SAffi.AR w F U
16 4 15 4
18 ANCHOR-TO-SUBSTRATE27 18 27
1 8 EDGE DISTANCES ARE 10 6
2 TYPICAL AND
2
19 21 MEASURED TO BOTH
19 21` SIDES OF-SUBSTRATE w
1 n 32 tl 6 1 32 6
IBJ` 22
4 22 VP P
PERIMETER CAULK Robert J.Amo ,RE
BY OTHERS �dRodg19762
A ES•y,4i
24 1/4' MAX. 24 L] 1/4" MAX. ���CQ�• ........E N'Q�0
SHIM SPACE SHIM SPACE per:v sF•'9GJ,
EXTERIOR FINISH ,.,, PERIMETER CAULK --� Q: No 49752
.:,•,.•.p�r:d, w
•"'5'N•A[r -� BY OTHERS •..+e%,
BY OTHERS 1:s•tri ;• •*
"" PROPERLY SECURED 1X WOOD BUCK
CONCRETE BY OTHERS ;::; 0 1 1/2' MIN. BY OTHERS (SEE NOTE 2, SHT. 1) ,y
(SEE NOTE 2, SHT. 1) `'; < EMBEDMENT +ii #14 WS: 1 1/2" MIN. EMBEDMENT 0: STAT OF
EXTERIOR FINISH ° #12 WS: 1 3/B" MIN, EMBEDMENT
IN BUCK PROTECTION �,<OR1pQ:��2�'.
BY OTHERS (SEE NOTE 3, BY OTHERS
SHEET 1) 1 1/2" MIN. SHEATHING 2X WOOD h�ryqutpttt
EDGE DIST. BY OTHERS BY OTHERS
PROPERLY SECURED 1X 1/4' ITW TAPCON 13
WOOD BUCK BY OTHERS INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1)
(SEE NOTE 3, SHT. 1) #12 WS: 7/8" MIN. EDGE DIST.
12 OR #14 WOOD SCREW APPed as coat iyia;wiln L(ce
/'� # 12 Horidas Odr 3C.dc
. VERTICAL SECTION INSTALLACONCRE1TION ANCHOR Die „gg .
G) OPERABLE
PANEL
L RATEOW VERTICAL SECTION ntiaml�cco t w Prc Product PBoxDesign 0776 P'LLC
OPERABLE SD4[L SHOWN, A WOOD SUBSTRATE Longwood,FL 32752.0776
FDiEDSII1'ta.AR OPERABLE PANEL SHOWN, 321-G80.1789Indo®pturarp.c4m
QED$QMILAR FBPE Certif tato ofAuthonutJon
No.26835
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: a
#14 SHEEP METAL 2g 1.1. WOOD FRAMING, o
SCREW/SELF—DRILLING SCREW 1.2. STEEL STUD FRAMING,
INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND aQo
1.4. CONCRETE AND/OR MASONRY.
OTHMETAL SERSSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY U
(SEE NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF O
EXTERIOR FINISH RECORD.
BY OTHERS 3/4" MIN. 3 THREADS MIN. a
EDGE DIST.- EMBEDMENT BEYOND 3. 1X BUCK OVER CRETE ASSN Y SU IS OPTIONAL WHFS!1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X
(TYP.) INTERIOR WALL BUCK INTO CONCRETERdASONRY SUBSTRATE.WHEN USED,IX 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
MAX. RECORD.
SHIM SPACE
.4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1118"OR GREATER OCCURS.MAXIMUM j to
ALLOWABLE SHIM STACK TO BE 1/4'. z5 Ill n
PERIMETER CAULK 21 5. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4•HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT d FZ- g O
BY OTHERS QQD INTO CONCRETE WITH 1 if2'MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2°MINIMUM EDGE DISTANCE.LOCATE -,z
32 ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLA11ON DETAILS.4•MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR Gn
LOCATIONS HAVE+!-1•TOLERANCE. X
1 n B 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: X V'
lu� 6.1. S12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1318-MINIMUM EMBEDMENT INTO SUBSTRATE WTH 7/8-MINIMUM Q C Z
q EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND a
1B INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/--°TOLERANCE. Z 5 ti N vi
2
18 15 6.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1112-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM
EDGE DISTANCEAND MINIMUM ANCHOR-TO-ANCHOR SPACING OF2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
10 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1•TOLERANCE, a
7. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO V. ❑
INTERIOR ACHIEVES THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR W V 2=ZO
EXTERIOR B VERTICAL SECTION SPACING OF 2°ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1• a O U f.
MtsTAL SUBSTRAM WINDOW TOLERANCE W H g
OPERABLE PANEL SHOWN, HEIGHT o 5J
FIXED STMILAR 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N o
0. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. =z 1
16 q Q
18 27 ANCHOR—TO—SUBSTRATE i= I
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' KURARAY AMERICA INC. TROSIFOL FldJ.PENNo 9752
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BY OTHERS METAL SUBSTRATE 1 27 \ Li 4
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INSTALLATION ANCHOR 28 ` F-1VERTICAL SECTION GLAZING DETAIL 1 GLAZING DETAIL 2 PTC Product Deolgn Group,LLC
tMST'ALsussTRA1'E FIXED LITE OPERABLELITI; POBox62W76
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1/4" MAX. SHIM SPACE—
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PACE SHIM AS
1 1
1/4" MAX. REQUIRED /2" MIN. EMBEDMENT — CONCRETE
#14 WS: 1 1/2" MIN. EMBEDMENT SHIM SPACE 1" MIN. EMBEDMENT — MASONRY
#12 WS: 1 3/8" MIN. EMBEDMENT I -I 1 7 6 3 16 INTERIOR 16 3 6 7 1 13 1/4" ITN TAPCON INSTALLATION ANCHOR W
2X WOOD FRAME BY OTHERS'—
THERS 21 21 Lu
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21 INSTALLATION ANCHOR
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a. NMi:md e o PaSduet CmIDd PTCPO Box 5201M p•LLC
METAL SUBSTRATE LongwnoC,FL 32752-0775
(OPERABLE PANEL SHOWN, By IMo@pto-Wrp.can
FDC®PANEL SIMTLARFOR OX) FBPE Certificate ofAuthorlraUm
No.26936
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STATE OF �C7
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Misml'Dadevuct Control PrCPmduct Design Group,LLC
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FBPE Cer09mte o7NM,odrason
H.25935
Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material
Rem No. Description Part Numbers Supplier Material(Notes) a
1 Master Frame(W&H) IV White 1060/7720 Energi/Royal White PVC(2)
2 Sash Frame(Operating Sash)/Vents (W&H) IV White 1282/7750 Energi/Royal White PVC(2)
3 Glazing Liftrail Handle(Operating Sash)/Vents(H) IV Whlte 1068/7747 Energi/Royal White PVC(2)
4 Glazing Bead Stop(Operating Sash)/Vents(H) IV White 1067/7745 Energi/Royal White PVC(2) w
5 Pocket Cover Heights/Vents(H) IV White 1073/7739 Energi/Royal White PVC(2) a
6 Pocket Cover Heights/Vents(W) IV White 1073/7724 Energi/Royal White PVC(2)
6 Pocket Cover Heights/(W) IV White 1073/7724 Energi/Royal White PVC 2)
7 Sash Cover(Operating Sash)/Vents(H) IV White 1078/7725 Energi/Royal White PVC(2)
8 Operating Sash(W)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Gab.(1)
8 Impost Mullion(H)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galv.(1) m
9 Interlock Cover(Operating Sash)I Vents( N White 1180/7727 Energi/Royal 8 0
10A Double Leg Frame New White 06515NEW192 Shapes Unlimited Aluminum ?
10B Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum o
11 Safe Seal Lock 3220SS-003-EW Vision Industries r
Safe Seal Keeper 8292A-003-EW Vision Industries 3 _
12 #12 or#14 Wood Screw(WS)(Installation Screw) We n/a Steel
13 1/4"Advanced Threadform Tapson(Installation Screw) n/a ITW Steel a a W x z
14 OperatingSash-Lock Side(H)Reinforcement 615242-120-Solid Joseph Fazdo Steel Solid Bar Galv.(1) a o~
15 7/8"O.A.insulating Glass(See GlazingDetail on Sheet 4) Hurricane Laminate Impact Cardinal Z��o0
0
16 Wet Glaze(Operating Sash)/ Fixed Center Section 552 Sikaflex Black Sika US n o o
uj
17A PW Glazing Bead(Fi)ed Center Section)(H) IV White 1080/7753 Energi/Royal o 5 m
17B PW Glazing Bead(Fixed Center Section) IV White 1103/7726 Energi/Royal N o
18 Impost Mullion(Fixed Center Section)(H) IV White 1063/7735 Energi/Royal =
19 Sash Stop Frame Cover /Vents(W) IV White 1070/7736 Energi/Royal
20 Pocket insert/Center Section PW NWhite 1079/7737 Energi/Roy
al W
.210 x.300 Fin Seal Pocket Cover(tlll)/1073/7724 W23303NW0000 Ultra-Fab
..210 x.300 Fin Seal Pocket Cover H /1073/7724 W23303NW0000 Ultra-Fab t
210 x.300 Fin Seal Impost Mullion H /1063/7735 W23303NW0000 Ultra-Fab Robert J.Amoruso,RE
..187 x.300 Fin Seal Interlock Cover H /1180/7727 W23301 NWOOOO Ultra-Fab Florida P.E.No.49762'011111111118'.4,
21 .187 x.300 Fin Seal Interlock Cover(Top/Blocks)/1180 17727 W23301 NW0000 Ultra-Fab ���••t�pMES�,q �,
187 x.300 Fin Seal Sash Frame(H)11282/7750/Energi W23301 NW0000 Ultra-Fab
187 x.300 Fin Seal Sash Frame /1282/7750/Exterior Top VV23301 NW0000 Ultra-Fab No 'sera :o
.210 x.220 Fin Seal Sash Frame(W)/1282/7750 1 Exterior Base W23223NW0000 Ultra-Fab n s�
.270 x.220 Fin Seal Sash Frame(H)/Single Leg Screen Frame JWI 12257W0000 Ultra-Fab ear of r
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FSPE Certificate o7AUNorI=atlon
No.25995
Series Tech 5505 XOX 3-1-ite Impact Slider/Bill of Material (Continued)
Item No. Description Part Numbers Supplier Material(Notes) a
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"GaM(1)
26 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) n/a Cardinal Stainless Steel W
Glass Setting Blocks Sash(W)Top/Sash H) 2NB-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
IL
27 Glass Setting Blocks Fixed(IM Base 2NB-0K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
Glass Setting Blocks Sash 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 Na Steel
29 #6 x 11/4"Tek White/Impost Mullion Rebar(H)(Rem No.8 Reinforcement) 156180 GLF Corporation g
30 #8 x 31/2"Phil Pan HD SMS Salt S ra /Fn ost Mullion(H)(2 per Connection) 120913 GLF Corporation m n
31 5/8"OD x 0.194 ID X 0.075"THK Washer/Impost Mullion H) 2 per Connection) 145030 GLF Corporation g LL
32 #6 x 5/8"Tek/Impost Mullion Rebar(H)(Rem No.25 Reinforcement) 117595 GLF Corporation ?$ co
33 #6 x 5/8"Tek/Sash Rebar(H)(ftem No.14 Reinforcement) 117595 GLF Corporation o s o (y
34 #6 x 5/8"Tek/Sash Rebar x $
(tM(Rem No.8 Reinforcement) 117595 GLF Corporation <
35 #5 x 318"Tek/Screen Clips White 116506 GLF Corporation �,s
36 #8-18 x 0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 137341 GLF Corporation z 0 y g ..<
37 #8 x 1 1/4"Tek White/Locks 120376 GLF Corporation =a �Z
38 #6 x 1"Tek White/Keepers 116821 IGLF Corporation y w O � a
39 Black Glazing Tape 1/8 x3/8 x 85'(Fb ed Center Section) VEN VG-1208B Industrial Sales z 2 o 0
Misc.Screen Components-Not Shown in Drawing o _J. Q
SCN Screen Clip Clear H-884 Product Design o m
SCN Screen Clip Clear H-3150 Product Desi n N
SCN Tension Springs 2584 Adept
SCN Fiberglass Screen Cloth Charcoal/28"x 600' 3002606 Phifer Fiberglass
SCN Screen Spline(H/W) EX-FLX-2165-BK Imperial Plastic USA W
SCN lAluminum Comer Keys ICK252X260 Hygrade Metals I co
Misc.Components-Not Shown in Drawing H 4 -
MISC Weep Hole Cover White H-808VVW Product Design RDbea,.knonno,P.E.
MISC Interlock Cover(Operating Sash)/Vents H HH-66 ViN Cement RH Products Florlde RE No.48752
MISC Liftrail End Caps White 00156-0001 S.I.L.Plastic ��.`` JAMES 4 6
MISC Stainless Steel Staples 3/8 x 1/2 Sash BEA 80/10 Smith Staple .•`o��Q-•��0ENSF�9G�
MISC 30PP12-18P50-9/16 X1 3/8 X 3 Foam Block W0511022 1LIndenmeyr er No 4975
MISC Hurricane Grade Spring CS025 James Spring Wire * q�
MISC Accessory Parts Installation Translucent 02-MX0150010C2 lNovagard Silicones p w °'7Eb` l
-Width;(H)-Height;Defines Component Location �,�•.•�
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Notes: Os,S,/O...
(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 TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. the
DFlmideB log ode
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M1nm1`D I/h�uCt Control
PM Product OeWgn Graup,LLC
P 'IB.520775
Longwood,FL 32752-077b
321.8941788 14ptc-cotp.own
FSPE CerBgcate of Autho'im8on
No.26935
MASTER FRAME O SASH FRAME GLAZING STOP-OPERABLE LITE
WHITE RIGID PVC WHITE RIGID PVC O GLAZING STOP W/HANDLE WHITE RIGID PVC
0.070"THK. 0.070"THK WHITE RIGID PVC O 0.055"THK. 3
0.055"THK 0.312
4.17 1.656 0.872 0.872 6
u 1.00 J- �-
a W
0.366 a
1.530
2'73 `� O SASH COVER GLAZING STOP-FIXED LITE 1s SASH STOP/FRAME COVER o
Zr1 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC
Z .40 0.085"THK 0.060"THK 0.070"THK 0.050"THK oil
�Od 0.298 - L I - -� 0.313
0.518 0.552 0.538 0.552 V c
o LL
3.250 -� �I I z `'��C a a
1.350 1.031 1.031 I`-1.638-I � '�Ir
7 x L
Q POCKET COVER Qs POCKET COVER 20 POCKET INSERT a
(EXT.TRACK) (INT.TRACK) O FIXED PANEL z3 TILT LATCH
WHITE RIGID PVC O _¢ z ¢ z I
0.070"THK. WHITE RIGID PVC WHITE RIGID PVC 0.697" STEEL-ZINC COATED n
0.070"THK 0.070°THK. 0.178" a o z u
0.323° tt c~o� z a
0.345" 0.205" w M FJ=O
0.825 f�o V cr V
o.ss o.sso o.1ss° a 3�' a.7os° o N
N
1.857 1.0857 1.133 0.377 1906" 2.260" 1
5.622" co
O INTERLOCK COVER QQ REINFORCEMENT o.sss" ❑ I ca
W
WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL O 0.803" 1.087" O _
0.075"THK GALV.STEEL TUBE
0.050"THICK 1.012" 0.709" Robert J.A--o,P.E.
Fy'=30-50 KSI 0.434 I Florida P.F-No.49762
0%111,1
0.91T 5 Fu=37.5-68.7 KSI 0.157" ,`COQ iPMES qO�i,��,
1- 0.730 0.544" o�ci.•. eNS�•.;QGcf
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vSTATE OF :•�/
14 REINFORCEMENT z5 REINFORCEMENT 1s FIXED MEETING RAIL ��'••� P•�2�
o�SCREEN FRAME 108 SCREEN FRAME
ACTIVE STILES ,RFs. o R% ,.•
FIXED MEETING RAIL (IMPOSTMULLION) ALUMINUM ALUMINUM �4i'S..70NA1 E����
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. ,oJ--�, 0.410 0.410 Approved as complying with the
Fu=37.5-68.7 KSI o o r � FloridtB ¢udTtato 'JO 2.211rtpAN0.72t.463 ngamid.;
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FBPE Certificate of Authorl3•atlon
Na.25935
MIAMI- MIAMI-DARE COUNTY
� RLE COPYPRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(7�6 5-2599
NOTICE OF ACCEPTANCE OA www.miarmi9ade.gov/ conomy
Regency Plus,Inc. JAN 2 22020
2000 Locust Gap Highway
Mt.Carmel,PA 17851
LST. ucie County, permitting
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 HigLi Velocky Hurricane Zone.
DESCRIPTION: Series 11TECH-5605"Vinyl Awning Windows (project-out)—LMH-
APPROVAL DOCUMENT:Drawing No.RPLS0080,titled"Series TECH-5605 Vinyl Awning Window(LMI)",
sheets 1 through 7 of 7 dated 02/14/19,prepared by PTC,Product Design Group LLC, signed and sealed by Robert I
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
Limitations:
1. Optional 1 X buck to be properly secured and designed to transfer load to the substrate.
2. Extruded Rigid Vinyl PVC parts per current NOA holder,Energi Fenestration Solutions USA,Inc.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product. _
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above.
The submitted,documentation was reviewed by Ishaq L Chanda,P.E.
NOA No.19-0411.02
MIAMMADE COUNTY Expiration Date: May 30,2624
Approval Date: May 30,2019
��� Page 1
Regency Plus,Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No.RPLS0080,titled"Series TECH-5605 Vinyl Awning Window(LND",
sheets 1 through 7 of 7 dated 02/14/19,prepared by PTC,Product Design Group LLC, signed
and sealed by Robert J.Amoruso, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
Along with marked-up drawings and installation diagram of series "tech 5605"Vinyl Awning
windows(project out),prepared by National Certified Testing Laboratory, Inc., Test Report No.
NCTL=10-21629-1, dated 01/23/2019,signed and sealed by Harold Rupp,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/11/19, complying with FBC-
2017 (61h Edition),prepared by PTC, Product Design Group LLC, signed and sealed by
Robert J. Amoruso,P.E.
2. Glazing complies w/ASTME-1300-02, 04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.,17-1114.14 issued to Kuraray America,Inc. (Former E.I. DuPont
DeNemours & Co.)for the"Trofosil®Ultra Clear PVB Glass Interlayer", expiring on
09/08/19.
2. Notice of Acceptance No. 18-0122.02 issued to ENERGI Fenestration Solutions USA for
their"White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on
02/28/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017(6a`edition) and letter of no financial interest,
dated 03/25/19,prepared by PTC Product Design Group LLC , signed and sealed by Robert J.
Amoruso,P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. None.
1'A"' \ . L�:�
haq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.19-0411.02'
Expiration Date: May 30,2024
Approval Date: May 30,2019
E-1
REGENCY PLUS, INC.
SERIES TECH 5605 VINYL AWNING (PROJECT-OUT BOTTOM) WINDOW a
LARGE MISSILE IMPACT
L4 iU
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).
2. 2X WOOD FRAMING,1X 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 CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR io
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110.21629-1,DATED 12/1411813Y NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY
�J aia O
HAROLD E.RUPP,FLORIDA P.E. O
5. MATERIAL: O
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. Q Z
5.2. REINFORCEMENT: air
5.2.1. GALVANIZED STEEL TUBE(0.936'X 0.73"X 0.050"THICK,Fy=30.50 ksl&Fu=37.568.7 ksi)-SASH PERIMETER T(=7�Z ¢ vi
5.2.2. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER _y ss eemplyiugwBh7le� y=a
5.3, LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA .,IypPuilJ�„ Cod,. L J Q a Q x
6. GLAZING: , . T
6.1. GLAZING DETAIL AS TESTED: VF
Z
6.1.1. OVERALL•718"NOMINAL INSULATING LAMINATED GLASS. w t�,1 w
6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. DY lst�- I'LI- ~�� O o 8
6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC, o z �a L r
6.1.4. SPACER TYPESIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). o
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKA FLEX"552"13ACKBEDDING WITH A SNAP-IN(2}LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. a Lu �8
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 00 SHORE A DUROMETER.GASKET F-
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. w 1�
6.3. AS TESTED GLAZING MEETS ASTM E1300-098 FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. W 9 n
cds
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. p6� LL
�n
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 111 6"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4". o
c
9. FOR ANCHORING INTO CONCRETOMASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 11/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO Robert J.Amoruso,P.E.
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.i"TOLERANCE. Flodd9 P.E.No.49782
10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: p111111111d
101 912 PAN
ANCHORS D SCREWS SHOWN IN ELEVATIONS WITH
TIONS SUFFICIENT
LENGTH T DETAILS ANCHOR 1318"MINIMUM
ELOCATIONS HAVE NT INTO
SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER, a,��oQ,1 SINES.j
10.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. ��F,�•��C E N 5'.,9G''
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. No
49752
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 3/4"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+/-1"TOLERANCE.
OF [u
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING OF CONTENTS STATE
NG 0�.....A'
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET DESCRIPTION ✓BCcO
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 1 NOTESh/0t�P'a `•�',
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 2 ELEVATION&ANCHOR LOCATION
132. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-9D,MEDIUM WEIGHT WITH DENSITY>117 PCF 3 VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES
13.4. METAL SUBSTRATE:STEEL 118GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 4 VERTICAL SECTIONS-METAL SUBSTRATES
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
5 HORIZONTAL SECTIONS-CONCRETE/MASONRY,WOOD&METAL SUBSTRATES
6 COMPONENTS AND FRAME CONSTRUCTION
7 BILL OF MATERIALS
36"MAX.
FRAME WIDTH p
34-s"MAX.
SASH WIDTH 14"
HINGE CENTERLINE 7 4" MAX.TYP. o
A A LOCATED 7-1/8"FROM MAX.TYP.
3 4 TOP OF HEAD(TYP.) g
a
B
m mo i.
5 I; I 5 �I ;I a=a o
36" 34
MAX. MAX. 5 I 5 29 MAX. j o
SASH
z o $ N
D DLO 14" I I; a
aNr
HEIGHT HEIGHT HEIGHT o
.MAX.TYP. a
zmN
I
z
w 7d
chiayg—zz
¢>a
O22 LOCK CENTERLINE LOCATED 4.. z =a N 61
9 FROM JAMB(TYP.) MAX.TYP. SERIES TECH 5605 VINYL AWNING "
16 OPERATOR LOCATED AT.
(PROJECT-OUT BOTTOM)WINDOW a I ��Y
CENTER OF SILL
23EXTERIOR VIEW-ANCHORAGE rn g W
gym§
4A (k
29'J"MAX• INSTALLATION NOTES: Robert J.Amoruso,P.E.
Florida P.E.No.49752
DLO WIDTH 1. HEAD AND SILL ANCHORAGE THE SAME. ,� ,A aear�� ,
2. JAMB ANCHORAGE SAME. ���`� MES X11.
SERIES TECH 5605 VINYL AWNING 3. +/-1"TOLERANCE ON ANCHOR LOCATION. .`` tl..... o9G�
3.1. TAPCON MINIMUM SPACING IS 4"OC, '.
,'PROJECT-OUT BOTTOM)WINDOW 3.2. WOOD AND TAPPING SCREW MINIMUM Q. No 49752 :o
EXTERIOR VIEW SPACING IS 2"OC.
0; STATE OF :�41
.�`'c�ORIp' �?O•
DESIGN PRESSURE RATING(PSF) IMPACT RATING fio�',gj......•Q
�C1�av
NOTES: s,,rlpNAi 9",.•
LARGE MISSILE 1. MAXIMUM ACTIVE PANEL(SASH)SIZE:-34.19"X34.06"(34-3/16"X 341/16")
+55.0%55.0 IMPACT 2• DAYLIGHT OPENING(DLO)SIZE:29.38"X 29.12" (29-3/8"X 29-1/8")
3. NO WEEP HOLES EMPLOYED Floridvedi!!!dddrppppppornPty�ts�rth rip
F7"ridnt CON
DINC ����i!''
NOAH I�^04l •O`L
Miami Dade Product Coatro!
PROPERLY SECURED 1X1/4" ITW TAPCON #12 OR #14 WOOD SCREW 35 PROPERLY SECURED 1X
WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1) 3
WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT, 1) o
EDGE DIST. 12 WS: 7 8" MIN. EDGE DIST. 2X WOOD m
OTHERS (SEE NOTE 3, SHEET 1) ? # / BY OTHERS
vd v 'v
'r: a SHEATHING (SEE NOTE 2, SHT. 1) �
CONCRETE BY OTHERS----______j.' o' r
(SEE NOTE 2, SHT. 1) s., v ? a 1 1/2" MIN. BY OTHERS iw w
a
y• v v EMBEDMENT EXTERIOR FINISH'r #14 WS: 1 1/2" MIN. EMBEDMENT`•,t<;• 1/4" MAX. BY OTHERS ' . #12 WS: 1 3/8" MIN. EMBEDMENT
{-SHIM SPACE 1 0
EXTERIOR FINISH p '•`•: 1/4" MAX. a
BY OTHERS B� SHIM SPACE
PERIMETER CAULK
BY OTHERS 3 PERIMETER CAULK p
15 1 BY OTHERS w m n
28 4 15 1 � - a 4 12 o
2
7 28 u�� 4 S )a
14 6 2 D 7 Q �0
O
13 5 14 6 ?0nz t-: I
I 65!¢ila
7 a.25F w=
SE N 3 13 I 5 9L -i m
WINDOW EXTERIOR DETAIL 1, INTERIOR EXTERIOR 3 } 2 z
HEIGHT SHEET 4 I WINDOW Ul U¢>O
DETAIL 1, HEIGHT U' 00 oV S g
INTERIOR -
SHEET 4 w F:m z ^6
Koh �aLLH
a =� 'e
14 I 3 5 14 1 3 5 a Fw %fill
�Q
13 4 13 4 0) 8 y
Lu
ANCHOR—TO—SUBSTRATE oc 0
11 6 EDGE DISTANCES ARE 11 6 y a o w
TYPICAL AND w B
2 7 MEASURED TO BOTH 2 D 7 > m r
15 �o� 8 SIDES OF SUBSTRATE 15 �O J 8 E
28 Ln] 16 23 28 16 23 Robert J.nm mso.P.E.
Florida P.E.No.48752
1 1 ttuute�°A °
PERIMETER CAULK p 3 1/4" 1/4" MAX. o`°°°�`� ,p�ES �Ooo
BY OTHERS 0 SHIM PACE p 3 SHIM SPACE oQ�;:�\GEIySF,�,9G
PERIMETER CAULK 2� N �J+
EXTERIOR FINISH "'2!: :µ —� 0 49752 ••
'�'i'gga, BY OTHERS
BY OTHERS ;<.:."z
CONCRETE BY OTHERS—:.J--, a e —�
SEE NOTE 2, SHT. 1 1 < o 1 1/2" MIN. ! TATE Of :41
( ) %^ c EMBEDMENT Z #14 WS: 1 1/2" MIN. EMBEDMENT O`••
EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENT F• DR1pP�
PROPERLY SECURED 1X %i �4'.o a BY OTHERS ;3. 000js'$�'°•••••'•N��°�
WOOD BUCK BY OTHERS I I 1 1/2" MIN.
2X WOOD
(SEE NOTE 3, SHT. 1) IIS TT EDGE DIST. SHEATHING
38 BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON
(SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST.
SHEET 1 #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X Approved 4s oomplyia8wiffi�
WOOD BUCK BY OTHERS Roadna ''I io
#12 OR-#14
WOOD
DASCREW 35 (SEE NOTE 2, SHT. 1) 1).", �
A VERTICAL SECTION Miami NOAFDade Produal C w�
CONCRETE SUBSTRATE OA VERTICAL SECTION By sk-7 :((�4<.,.�•..
OODSUBSIRATE r--��
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1. WOOD FRAMING,
I. STEEL STUD FRAMING, �
1.3. ALUMINUM FRAMING,AND
#14 SHEEP METAL 37 1A. CONCRETE ANDIOR MASONRY
SCREW/SELF-DRILLING SCREW METAL SUBSTRATE 2 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO
INSTALLATION ANCHOR BY OTHERS PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE F
(SEE NOTE 2, SHT. 1) ARCHITECT OR ENGINEER OF RECORD. W
EXTERIOR FINISH----___, o yU
BY OTHERS3 AND iX OVER INTO C NCRET SONRY IMASONSOPTIO TR TE.WHEWHEN USED.1BUCK IS USED,SSTALLAT DESIGNED
WILL PASSTHROUGHEDPROPERLY FRAME ¢
3/4" MIN. 3 THREADS MIN. AN0IXBUCKINTO CONCRETE MASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE DEBIGNED ANOANCFIORED TO PROPERLY o
EDGE DISTEMBEDMENT BEYOND TRANSFER ALL LOADSTO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILARMATERIALS
1: GED MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
��.. ) INTERIOR WALL ARCHITECT OR ENGINEER OF RECORD.
1/4" MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR LOTH LOAD BEARING SHIM.SHIM WHERE SPACE OF 111E OR GREATER OCCURS.
r. .
r SHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE19.
f
6. FOR ANCHORING INTO CONCRETEIMASONRY USE IN'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 112'MINIMUM
EMBEDMENT INTO CONCRETE WITH 1 12'MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2 MINIMUM EDGE o
p DISTANCE.LOCATE ANCHORS AS SHOWN IN EIJ_VATIONB ANDINSTALLATION OETAIL5.4'ABNIMUM SPAGNG BETWEEN ADJACENT ANCHORS om
PERIMETER CAULK p� REQUIRED.ANCHOR LOCATIONS HAVE-/-1"TOLERANCE. y LL
BY OTHERS
G.
FOR ANCHORING INTOWOOD FRAMING OR 2X BUCKUSE ONE OF THE FOLLOWING: �W agC O
012 PAN HEAD WOOD SCREWS(INS)NTH SUFFICIENT LENGTH TO ACHIEVE A 1 31E MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7(E
MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF T ON CENTER.LOCATE ANCHORS AS SHOWN IN Q W
15 1 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE*A 1'TOLERANCE R o
SZ 014 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 112'MINIMUM EMBEDMENT INTO SUBSTRATE WITH I' } Zy a
28 I_(O 4 MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF r ON CENTER.LOCATE ANCHORS AS SHOWN IN ¢ gm
u ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVEaA 1"TOLERANCE Jj U,V)
2 0D 7 7. FOR ANCHORING INTO METAL STRUCTURE USE 014 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH ? r Z J Q N
TOACHIEVE S THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314'MINIMUM EDGE DISTANCE AND MINIMUM Z
S.
14 6 ANCHOR-TO-ANCHOR SPACING OF 2 ON CENTER.LOCATEANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR J D-Q�
LOCATIONS HAVE rA 1'TOLERANCE. O. i J -I i I 1
y
13 rJ S. INTERIOR AND EXTERIOR FINISHES BY OTHERNOT SHOWN FOR CLARITY. V y W LU?Z o e
Z7Q>O
B. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E211ZUOU Inff
ER S G IN 3 WINDOW ( _ _,u Lu o U
W LU
DETAIL 1,SHEET 4 INTERIOR HEIGHT EDGE DISTANCES ARE N 0< �yu
MEAS REDLTONO.A.
BOTH 7/8" OLAMINATED GLASS CONSISTING
14 I 3 5 SIDES OF SUBSTRATE OF: EXTERIOR LAMINATED GLASS - (2) w
NOMINAL 1/8"ANNEALED GLASS W/ a: $
13 4 0,090" KURARAY AMERICA INC. TROSIFOL rw ' m
11 6 INTERLAYER, 7/16"AIRSPACE W/
STAINLESS STEEL SPACER (TYPE SS-D), °a
2 7 INTERIOR 1/8" TEMPERED GLASS
R.bor15 �O 8 13 FloridaP.E. o a 52
28 16 3 EXTERIOR 2 \ INIERIOR °°p1iIIOPH",�
1 / ,°°6°� JAMES q�zii
0 3 1/4- MAX. 14 �CENg
p SHIM SPACE No 4976272r :`no
/2" GLASS �'�,OT
PERIMETER CAULK -
;% BITE 3 a \ :
BY OTHERS
STATE OF .-k/
i� Ir
Apprmod as wmPh'n8 With t6a ' d,{.•.•.< v, �/e
3/4" MIN. 3 THREADS MIN. 11
FloidaB''m 4C
EDGTMIST. EM ND ❑ tooo�t�+s0ds.<r�Op;Rof1C1ei,�.
INTERIOR WALL74 onsg Z( P) Mix.i fuduct ComofEXTERIOR FINISH •p•Ta0°\°�e
BY OTHERS METAL SUBSTRATE — Br L4 �•L�°�^�
#14 SHEET METAL BY OTHERS U�TT
SCREW/SELF-DRILLING SCREW (SEE NOTE 2, SHT. 1) GLAZING DETAIL I
INSTALLATION ANCHOR 37
A VERTICAL SECTION
METAL SUBSTRATE
2X WOOD 1/4" MAX
FRAME BY OTHERS SHIM SPACE 1/4" MAX. SHIM SPACE a
{SEE NOTE 2, SHT. 1) 1 1/2" MIN. EMBEDMENT - CONCRETE
SHIM AS REQUIRED
4
" MIN. EMBEDMENT - MASONRY
22 8 1�LIEBl4g 1
8 22 m
#14 WS: 1 1/2" MIN. EMBEDMENT 1 7 6 4 5 3 14 3 5 4 6 7 1 36 1/4" ITW TAPCON INSTALLATION ANCHOR
#12 WS: 1 3/8" MIN. EMBEDMENT 3 3
w
#12 OR #14 WOOD SCREW85 V A. 1 1/2"" MIN. EDGE DISTANCE - CONC. a
INSTALLATION ANCHOR A,' A 2" MIN. EDGE DISTANCE - MASONRY
CONCR#14 WS: 1" MIN. EDGE DIST. CJ ° 4.�—BY OTHE
RS
SOR MASONRY
w
#12 WS: 7/8" MIN. EDGE DIST. A q (SEE NOTE 2, SHT. 1) ~
0
A, PROPERLY SECURED 1X gm Q o
PROPERLY SECURED 1X WOOD BUCK BY OTHERS - '+ a
yr:,s-o SEE G ING y,•-• •A.' w CL
WOOD BUCK 8Y OTHERS ;::Ps;.'i::.v :•'.: 17 DETAIL 1, 17 �` (SEE NOTE 3, SHT. 1) 3
15 2 14 14 2 15 }'•�.--.", S�
(SEE NOTE 2, SHT. 1) SHEET 4 ;gyp., V
18 16 WOOD BUCK PROTECTION BY
SHEATHING :;;i`. :'.,:;'i . _;
BY OTHERS �1� OTHERS (SEE NOTE 3, SHEEP 1) ¢ cd
EXTERIOR FINISH a_0 n zog
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS co=¢ 5 z
BY OTHERS BY OTHERS BY OTHERS =J<(L¢>
La aa.a_Jw
U';B�HORIZONTAL SECTION z xN
WOOD FRAMB SUBSTRATE ANCHOR—TO—SUBSTRATE C HORIZONTAL SECTION o oa N
EDGE DISTANCES ARE CONCRETE/AfASONRY w F c�
TYPICAL AND SUBSTRATEo Gi ti
S
MEASURED TO BOTH N v� oLL
1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE Fwp
WU 1i �b
SHIM AS REQUIRED WL)
INTERIOR Ww a k
8 16 #14 SHEET METAL y a m
14 3 5 4 6 7 1 37 SCREW/SELF-DRIWNG SCREW ^LL
INSTALLATION ANCHOR = S
3
Robert J.Amoroso,RE
3/4" MIN. Flo da P.E.No.4B752
EDGE DIST. (TYP.)
spMES 4�j°i�4
kE`'•'jCENg-•����i
° 3 THREADS MIN. v �:'v F•-,G s�
EMBEDMENT BEYOND INTERIOR WALL No 49.752 O'
METAL SUBSTRATE BY OTHERS
(SEE NOTE 2, SHT. 1) S STATE OF
S DETAIL 1,G 14 2 EXTERIOR 15 :';F: s"; i!;rn n« ,ed as o Bu'dC, the ' T�:' C
SHEEP 4 eine Sf3 ��lq ��ss• N�O�
MiamihOAN_14-D91•62 °t°0�O�i i8�,,`,
Dade Prpduct C000pf
�.-
EXTERIOR FINISH --r--
PERIMETER CAULK BY OTHERS
BY OTHERS
n HORIZONTAL SECTION
j' METAL SUBSTRATE
OMAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME SASH REINFORCEMENT
0.085' TYP. WALL THICKNESS O 0.080" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. 15 0.05" TYP. WALL THICKNESS
WALL THICKNESS WALL THICKNESS GALVANIZED a
0
3.250 2.459 $
0.552
? sl Ir0.750 0.935
--1 ;9
0.720 1.383
0.779" 0 ❑
o<
n � a
0 �
0.354 'O
2.527 0.628 L�oLnJ 2.424 � 1.031 I 0.730
1.413 0.777
1.498
1.412- 0.31 1
0.510 W m t.
Z
o �
O n- o
r¢
WELDED MITERED nF w
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CORNER CONSTRUCTION 9Z
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Robert J.Amorueo.P.E.
Florida P.E.No.49752
,tttt1999Rtp°0
IP MES 4�°ii
` O�.Q.•�.GEIVS�
No 49752 a
STATE OF
1
DETAIL I ADP*ovcd as tho ' �(C •[0 R 10 P.•;=,,•
FloridaFloridaB'Idin Cods °ISS'/••••••••��G
o4ic � 3.o zot91 °°0seuiiAn,oa`��
ntoAr/t�-
""�'°�`
MASTER FRAM E
CONSTRUCTION
(SASH FRAME SIMILAR)
Series Tech 5605 Impact Awning/Bill of Material
Item No. Description PartNumbers Supplier Material Note
Frame Components
1 Master Frame N White 1083/7733 Ener i I Royal White PVC 2
2 Sash Frame(Operating Sash N White 108417734 Energi I Royal White PVC 2 w
3 Glazing Bead Stop(Operating Sash) N White 1080/7753 Ener i/Ro al I White PVC 2 0
Screen Components a.
4 Single Log Frame New White 06516NEW192 Shapes Unlimited Aluminum
5 Fiberglass Screen Cloth Charcoal/36"x 600' 3000020 Phifer Fiberglass
6 Screen Spline EX-FLX-Q165-BK _Imperial Plastic USA
7 Aluminum Comer Keys CK252X260 H grade Metals Aluminum
8 Screen Clip Clear 8794352 Ashland Hardware
9 30PP12-18P50-9/16 X1 318 X 3 Foam Block W0511022 Lindenme r p o
10 Accessory Parts Installation Translucent 02-MX0150010C2 Nava and Silicones a 4 it
Glazing o
11 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer a z a
12 Operating Sash E366 2.7mm/0.09 Trosffol PVB Interlayer 10 Hurricane Laminate Impact Cardinal Kuraray America,Inc.Trosifol PVB i�
13 ENDUR IG with XL Edge SSSpacer SS-D TYPE --- ;e Stainless Steel a C^z� �?
s r I
14 Wet Glaze(Operating Sash 552 Sikaflex Black Sika US Z a aa.1W i Z
Reinforcement,Hardware and Hardware Fasteners ii c J J
15 Sash Frame Reinforcement(Operating Sash ST-888468-0.062 Hygrade Metals .050"Galy. 1 >N LL
16 Encore Awning Operator 51.11.00.211 Amesbury/Truth o<o� sy.
17 HGE CSM UL AssemblyImpact 14.97.00.230 Amesbury/Truth z o g m d
18 HGE CSM LL Assembly Impact 14.87.00.231 Amesbury/Truth N `
19 Encore Keeper LH 32627.93
Amesbury!Truth
20 Encore Keeper RH 32626.93 Amesbury/Truth w 9
21 Encore Tie Bar Guide 33706 Amesbury/Truth y o W
22 Encore Multi-Point Look/Short/Gasket 24.30.32.004 Arnesbunr/Truth a LL
23 Encore Folding Handle 12614.32 Amesbury/Truth g
24 Encore O orator White Gasket 32658 Amesbury/Truth Robert J.Acruso.RE
25 Spacer Operator Impact 21544 Amesbury/Truth FWda RE No.48752
26 MP Tie Bar Guide 14583.92.00.110 Amesbury frruth
28 #6 x 5/8"Tek/Sash Reber Tapping Machine
2 er rbar even spaced 117595 2 GLF CorporAmesbury ation Flo idat4s7d�ngc"de 06�Q(th %6;c�E lV .f�0
29 #8 x 518"Tek/Sash Hine 120934 GLF Corporation MQ F.%
30 #6 x 5/8"Tek/Frame Hinge 117598 GLF Corporation MUMi Dndr Product CWtM No 49752 •o"
31 #6 x 518"Tek I Tie Bar Guide 117598 GLF Corporation By sl+ ?'
32 #8 x 1/2"Pan Head/Keeper Screws 120145 GLF Corporation TA E OF r U.r,
33 #10 x l"FLT Sha Point/Operator Screws 1127318 1GLF CorporationS.
34 1#5 x 318"Tek/Screen Clips White 1116606 GLF Corporation
Installation Fasteners °0.Willmot'
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35 012 OR#14 WOOD SCREW n1a nla Steel
36 114"ADVANCED THREADFORM TAPCON We ITW Steel
37 #14 SHEET METAL OR SELF-DRILLING SCREW n/a n/a Steel
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksl to 50 ksi Yield Strength,G40 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER MD NOA.NO.18-0122.02