HomeMy WebLinkAboutProduct Approval RECEIVED
MIAM1•DADE JAN 13 2019 MIAMI-DARE COUNTY
®
PRODUCT CONTROL SECTION
Sr. Lucie County, Permittind 1 05 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miarnidade.gov/economy
Regency Plus,Inc.
2000'Locust Gap Highway
Mt.Carmel,PA 17851
eu 1 F1 r
lcopy
SCOPE: L
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 Veloci Hurricane Zone.
DESCRIPTION: Series"TECH-5605"Vinyl Awning Windows(project-out)—LMI
APPROVAL DOCUMENT:Drawing No.RPLS0080,titled"Series TECH-5605 Vinyl Awning Window(LMl)",
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.,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 I. Chanda,P.E.
NOA No. 19-0411.02
MIAMI-DAD,COUNTY Expiration Date: May 30,2024
Approval Date: May 30,2019
�o 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 Awiiing Window(LME)",
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 (6th Edition),prepared by PTC,Product Design Group LLC, signed and sealed by
Robert J.Amoruso,P.E.
2. Glazing complies w/ASTMS-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(6th 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.
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 m
LARGE MISSILE IMPACT
NOTES: INSTALLATION ANCHORAGE DETAILS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE Sth 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 CONCRETE/MASONRY 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 CONCRETEJMASONRY 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 c
m
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 12/14/18 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK PA,SIGNED AND SEALED BY a ere
O
HAROLD E.RUPP,FLORIDA P.E. O `
S. MATERIAL: Z
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NO& < 9
5.2. REINFORCEMENT: ci z O
52.1. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.050"THICK,Fy=30.50 kal 8 Fu-37.5-68.7 ksi)-SASH PERIMETER ?0 Z_ 4 tq
522. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER —MI-069,1 aWmptyiug'xi+ht& c j=a Z
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-RADE NOA. ..dUj3.;Idu- Cc-i. B¢cL N
6. GLAZING: .IUAY ca`.{ —v Z. Y CL F Lu O
6.1. GLAZING DETAIL AS TESTED; Mi,.i Dada Pro9oct Carte Z j%Z Z e�
6.1.1. OVERALL 718"NOMINAL INSULATING LAMINATED GLASS. 'a' I L"'.Avid_ W 0(.)-
6
U- e4$„
6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIORAND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. Dy— _' 00 o 9 e
6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.080"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. oo _ �n
6.1.4. SPACER TYPEISIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D),
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2}LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. a H sn$g
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 NTH A 70 TO 90 SHORE A DUROMETER GASKET a
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. w 1 9 m Y
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. i LL
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1H6"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", o
9. FOR ANCHORING INTO CONCRETEIMASONRY USE 114"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 Ra6eA J.Am=.,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+1.1"TOLERANCE. Flodda P.E.No.49152
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: F 2-ON CENTER -0,edi5,11e5s1ddl
10.1. 012 PAN HEAD
OD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 13/8'MINIMUM
INTO SUBSTRATE NTH 718-MINIMUM EDGE DISTANCE AND
SpO
10.2. 0104 PAN ANCHORS
WOOD SCREWS(WS)WITH SUFFICIENT AS SHOWN IN ELEVATIONS LENGTHOTO ACHIEVE A 1C R'MINIMUMHOR ONS HAVE EMBED ENT INTO SUBSTRATE WITH I-MINIMUM EDGED STANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACINMUM ANCHOR-TO-ANCHOR IG ONG F 2"ON CENTER.. `�,��Qr'�C ESN ���G°i
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 2�:` 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 NTH 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-I"TOLERANCE.
W
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE CORROSION RESISTANT COATING TABLE OF CONTENTS STATE OF��•••&
13 1181
INSTALLATION INSTRUCTIINSTALLATION ANCHORS ONS AND ANCHORS L BE SHALL.NOT BE USECE D IN SUBSTRATES WITH STRENGTHS LESS THAN THE SHEET NOTES DESCRIPTION �,ANCHOR MANUFACTUREFrS ��,sseO �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
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY•STRENGTH CONFORMANCE TO ASTM 090,MEDIUM WEIGHT NTH DENSITY-117 PCF 3 VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KS1/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-CONCRETEIMASONRY,WOODS METAL SUBSTRATES
6 COMPONENTS AND FRAME CONSTRUCTION
7 BILL OF MATERIALS
36"MAX.
FRAME WIDTH a
34�'MAX.
SASH WIDTH 14" z
HINGE CENTERLINE 1 7 4" MAX.TYP. o
A A LOCATED 7-1/8"FROM MAX.TYP. a g
3 4 TOP OF HEAD(TYP.) 18
B I 'I
5
36" 3416 jl II C 1n jl II aia N
MAX. MAX. 5 I I .I 5 29 a j; ;I o
FRAME SASH j I I D MAX.DLO Q Z?
"
HEIGHT HEIGHT 5 5 14" I I �,95
HEIGHTMAX.TYP. j j j �'^?o � ~_ I
LOCK CENTERLINE LOCATED F a'sLim
W L)V'nZ � �
O 4 rq
22 e"FROM JAMB(TYP.) MAX.TYP. SERIES TECH 5605 VINYL AWNING W� , $
LU
OPERATOR LOCATED AT2�
16 (PROJECT-OUT BOTTOM)WINDOW a 9
CENTER OF SILL rn g w
23 A A EXTERIOR VIEW-ANCHORAGE s 1 N to
3 4 �
a
29 e"MAX. INSTALLATION NOTES: FRo-bertl Amoroso,P.E.
P.E.No.49752
DLOWIDTH 1. HEAD AND SILL ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME.SERIES TECH 5605 VINYL AWNING3. +/-1"TOLERANCE ON ANCHOR LOCATION.3.1. TAPCON MINIMUM SPACING IS 4"OC.(PROJECT-OUT BOTTOM)WINDOW 3.2. WOOD AND TAPPING SCREW MINIMUM 49752 :1'0
EXTERIOR VIEW SPACING IS 2"OC.
N
O STATE OF :�Qr
DESIGN PRESSURE RATING(PSF) IMPACT RATING .,Z9 0.... ..
NOTES: a`?`a
LARGE MISSILE 1. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.19"X 34.06"(34-3/16"X 34-1/16")
+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 Approved as cornpiyingx tb rLe
flnrida pyiklms CION
lMre �(SQ�7—trjl-
NOA6 Ifr-041•b'2
Miami Dade Product Camra!
�Y
PROPERLY SECURED 'X1/4-1/4" ITW TAPCON #12 OR #14 WOOD SCREW 35 PROPERLY SECURED 1X
WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS w
(SEE NOTE 3, SHT. 1) 1 1/2' MIN, 14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) o `3
WOOD BUCK PROTECTION BY # 2X WOOD
OTHERS (SEE NOTE 3, SHEET 1) EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS m
s V .v
CONCRETE BY OTHERS SHEATHING (SEE NOTE 2, SHT. 1)
;
'v �
(SEE NOTE 2, SHT. 1) v 1 1/2" MIN. BY OTHERS w
' • .v o o EMBEDMENT EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT
•r+:�<<" 1- Y H
BOTHERS• a .'7.:• I 1/4" MAX. #12 WS: 1 3/8" MIN. EMBEDMENT a
{-SHIM SPACE i
EXTERIOR FINISH p :a 1/4" MAX'
BY OTHERS o�
SHIM SPACE
PERIMETER CAULK--
BY
AULK BY OTHERS 3 PERIMETER CAULK
15 1 BY OTHERS 'CJI w a S
H V N 0
28 ❑, 4 15
2 7 28 ❑, 4 3 j
14 6 2 D 7 ¢ NO
�0M,z
13 1 5 14 6 0QzIx
zaa ��
=CL(L m Z
3 13 5 0. �� 3
SE IN L zea ❑
WINDOW E2SIE@LQB DETAIL 1, INTERIOR EX 1 3 WINDOW 8t;2 0
HEIGHT SHEET 4 DETAIL 1, INTERIOR HEIGHT w p v U J g
SHEET 4 z❑ L
o =— Ed 2"d
14 1 3 5 14 1 3 5
13 4 13 4 w� t�gms
ANCHOR-TO-SUBSTRATE 0:6 10
11 6 EDGE DISTANCES ARE 11 6 y- a e w
TYPICAL AND w
2 6 M H LL
7 MEASURED TO BOTH 2 7 > "
15 8 SIDES OF SUBSTRATE 15 �7 8 R
o ❑ 13
28 16 23 28 16 23 Robert J.Am meo•P.E
Florida P.E.No.40752
1 1 '
PERIMETERJIMES
4
BY OTHERS p� 3 1/4 MAX. a� 3 1/4" MAX. v0000��S11a �°°°
_SHIM SPACE SHIM SPACE p�,"V� `SE
PERIMETER CAULK �, No 49752
EXTERIOR FINISH "':7�<< �- BY OTHERS ;
BY OTHERS
CONCRETE BY OTHERS �Vu��S-' It z
(SEE NOTE 2, SHT. 1) ;`,` ' s o o EMBEDMENT .f•• #14 WS: 1 1/2" MIN. EMBEDMENT p;.TATE OF :�kl
' EXTERIOR FINISH :., #12 WS: 1 3/8" MIN. EMBEDMENT ° �s.�O R ID
BY OTHERS ri: °° �'••......••N(y�o
WOODPROPERLY BUCKSECUREDBY OTHERS l 1 1 2" MIN. 4j °Os�o�NA��E�,��
(SEE NOTE 3, SHT. 1) EDGE DIST, SHEATHING 2X WOOD
BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" nv TAPCON 35 14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #
SHEET 1) #12 WS: 7/8" MIN. EDGE DIST. PROPERLY BUCKECURED JX OTHERS APProvedmCa"fymgwdSda
WOODFlorida B '1dm Cu
#12 OR #14 WOOD SCREW
INSTALLATION ANCHOR 35 (SEE NOTE 2, SHT. 1) NOASc�7�d��
A VERTICAL SECTION Miami• Dnde Yro lust Control
CONCRE SUBSTRATE VERTICAL SECTION By Isk •( �.,..
A WOODSUBSYRAT& ---------
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1. WOOD FRAMING,
1.2. STEEL STUD FRAMING,
1.3. ALUMINUM FRAMING,AND
#14 SHEET METAL 37 1A. CONCRETE AND/OR MASONRY.
SCREW/SELF—DRILLING SCREW METAL SUBSTRATE 2 2X WOOD FRAMING,IX OR 2X WOOD SUCK METAL FRAMING AND CONCRETEMASONRY OPENING TO BE DESIGNED AND ANCHORED TO
INSTALLATION ANCHORBY OTHERS PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETEMIASONRY OPENING IS THE RESPONSIBILITY OFTHE
EXTERIOR FINISH
(SEE NOTE 2, SHT. 1) ARCHITECT OR ENGINEER OF RECORD. W
'o
BY OTHERS 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL WHEN IX SUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGHIMNDOW FRAME
3/4" MIN. 3 THREADS MIN. AND 1X SUCK INTO CONCRETEMIASONRY SUBSTRATE.WHEN USED,IX BUCKS SMALL BE DESIGNED AND ANCHORED TO PROPERLY a
1n a
" EDGE DIST. EMBEDMENT BEYOND 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
} (TYP.) INTERIOR WALL ARCHITECT OR ENGINEER OF RECORD.
1/4" MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF ItIS'OR GREATER OCCURS. rc
SHIM SPACE MAXIMUM ALLOWABLE SHIMSTACKTOBE1W.
5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1-HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 IW MINIMUM
EMBEDMENT INTO CONCRETE WITH 1 I/T MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH T MINIMUM EDGE
DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS �+ t•
PERIMETER CAULK pL I REQUIRED.ANCHOR LOCATIONS HAVE+F1"TOLERANCE. a y LL
BY OTHERS lul S. FORANCHORINGINTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: �W a o92 1
012 PAN HEAD WOOD SCREWS(INS)MATH SUFFICIENT LENGTH TO ACHIEVE A 1 316'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7A7' �a w
1" a
MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF T ON CENTER.LOCATE ANCHORS AS SHOWN IN C3K o
15 1 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE*/- TOLERANCE F
T'Lc 6.2. NM PAN HEAD WOOD SCREWS MS)HATH SUFFICIENT LENGTH TO ACHIEVE A I I/2'MINIMUM EMBEDMENT INTO SUBSTRATE WITH V } z,
28 L—( 4 MINIMUM EDGE DISTANCE AND MINIMUM ANC14ORTOANCHOR SPACING OF 20N CENTER LOCATE ANCHORS AS SHOWN IN ¢ �?
u ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE-/-1'TOLERANCE V V,I')
2 D 7 7. FOR ANCHORING INTO METAL STRUCTURE USE 014 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH = Z J Q N
TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4'MINIMUM EDGE DISTANCE AND MINIMUM N=¢ F¢, m z
ANCHOR-TO-ANCHOR SPACING OF Y ON CENTER.LOCATEANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR m O-fL DJ
14 6 LOCATIONS HAVE♦I-1'TOLERANCE. IL J ¢ as
w
13 5 S. INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. U? jO
I S. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112
EXTERIOR S G IN 3 uj
WINDOW ANCHOR-TO EDGE
AuWi e
SHEET 4 INTERIORHEIGHT EDGE DISTANCES TYPICAL AND NCES ARE N v o $
�� d
MEASURED TO BOTH 7/8" O . LAMINATED GLASS CONSISTING t0 H Cal
3¢
14 1 3 5 SIDES OF SUBSTRATE OF: EXTERIOR LAMINATED GLASS - (2) w v n
NOMINAL 1/8" ANNEALED GLASS W/ u0( �Ra"
13 4 0.090" KURARAY AMERICA INC. TROSIFOL y a m
INTERLAYER, 7/16"AIRSPACE W/
11 6 STAINLESS STEEL SPACER (TYPE SS-D), o
2 7 INTERIOR 1/8" TEMPERED GLASSRaben J. a
15 8 13 Flodda P.E.N 48752
28 16 23
EXTERIOR 2 \ INgB1Q6o'p11111 rFy"
1 DAMES•ql��ri,4
\0 E Ms
a g 1/4" MAX. 14
SHIM SPACE No 49752
1/2" GLASS
p�
PERIMETER CAULK :'" BITE O ✓�1�`-`
BY OTHERS 1 3 % d:• STATE OF
Appn -d m complying with tbd /.�••.'c �o
3/4" MIN. 3 THREADS MIN. 11 F!n td3 suildv Codc g+'•<O I%ID
—EDGE DIST. EMBEDMENT
NTEROR WALL 14 14 � 0 n�n�DtlpdcPwfuccCon2trol f,,'ed
SS�ON'g�NUe,
EXTERIOR FINISH `ii _
BY OTHERS METAL SUBSTRATE — BY LI.. 1•�(.. S
#14 SHEET METAL BY OTHERS
SCREW/SELF-DRILLING SCREW (SEE NOTE 2, SHT. 1) GLAZING DETAIL 1
INSTALLATION ANCHOR 37
GTERTICAL SECTION
) AWAL SUBSTRATE
2X WOOD
FRAME BY OTHERS ISHM" MAX.SE 1/4" MAX. SHIM SPACE 3
(SEE NOTE 2, SHT. 1) 1 1/2" MIN. EMBEDMENT - CONCRETE
SHIM AS REQUIRED 9
1" MIN. EMBEDMENT - MASONRY
22 8 INTERIOR 8 22
#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/B" MIN. EMBEDMENT 3 3 w
I � �
Q• A. 1 1/2"" MIN. EDGE DISTANCE - CONC. a
INSTALLATION ANCHOR
#12 OR #14 WOOD SCREW 35 2MIN. EDGE DISTANCE - MASONRY
CONCRETE OR MASONRY
# CJ 4 BY OTHERS W
14 WS: 1" MIN. EDGE DIST.
#12 WS: 7/8" MIN. EDGE DIST. D .Q (SEE NOTE 2, SHT. 1) c
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PROPERLY SECURED 1X SEG ING WOOD BUCK BY OTHERS adz
WOOD BUCK BY OTHERS ::Il;`::!.v::!:It 17 DETAIL 1, 17 �'r7 (SEE NOTE 3, SHT. 1) 3
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(SEE NOTE 2, SHT. 1) SHEET 4 ?a I?; V o
18 18 WOOD BUCK PROTECTION BY
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BY OTHERS
EXTERIOR FINISH y=a-0 g s
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS
BY OTHERS BY OTHERS BY OTHERS a°�a<�
�DHORIZONTAL SECTION �5 N
WOOD FRAME SUBSTRATE ANCHOR-TO-SUBSTRATE C HORIZONTAL SECTION �o<o R E
EDGE DISTANCES ARE CONCRETE/)tiASONRY w M NF
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MEASURED TO BOTH N W Z m $
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INTERIOR8 16 #14 SHEET METAL a LL
14 3 5 4 6 7 1 37 SCREW/SELF-DRILLING SCREW
INSTALLATION ANCHOR = S
3 Robert J.Amomso•P.E.
3/4" MIN. Florida P.E.No.497752
EDGE DIST. (TYP.) ,11131111",
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EMBEDMENT BEYOND INTERIOR WALL No 49752 O'
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METALSUBSTRATB
O1 MAIN FRAME 2 SASH FRAME 3 GLAZING BEAD 4 SCREEN FRAME 15 SASH REINFORCEMENT 8
0.085" TYP. WALL THICKNESS 0.080" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. O 0.05" TYP. WALL THICKNESS
WALL THICKNESS WALL THICKNESS GALVANIZED o a
3.2502.459 $
X0.552
0.935 �
0.779" �51 0 __7I 0.720 0,750 1.383 o 9
2.527 0.628 ��� 2.424 1.031 a
0.730
1.413D 0.777 0.354
1.498 ¢
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0.510 W o ^
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Florida P.E.No.4W52
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MASTER FRAME M'-rui Dade
Product
Coup'
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CONSTRUCTION
(SASH FRAME SIMILAR)
Series Tech 5605 Impact Awning/Bill of Material
Item No. Description Part Numbers supplier Material Note
Frame Components
1 Master Frame Ily White 1083/7733 Energi/Royal White PVC 2
2 ISash Frame(Operating Sash IV White 1084/7734 Ener i 1 Ro al White PVC 2 w
3 1 Glazing Bead Stop(Operating Sash) IV White 1080/7753 1 Energi I Royal White PVC 2
Screen Components a
4 Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum
5 Fiber lass Screen Cloth Charcoal 136"x 600' 3000020 Phifer Fiberglass
6 Screen Spline EX-FLX-Q165-BK Imperial Plastic USA
7 Aluminum Comer Keys CK252X260 Hygrade Metals Aluminum
8 Screen Up Clear 6794352 Ashland Hardware o
9 30PP12-18P50-9116 X1 318 X 3 Foam Block W0511022 Lindenme r LL
O
10 JAccessory Parts installation Translucent 02-MX0150010C2 Nova and Silicones a
Glazing $ a o
11 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer a z
12 Operating Sash E366 2.7mm 10.09 Trosifol PVB Interlayer IG Hurricane Laminate Impact Cardinal Kuraray America,Inc.Trosifol PVB
13 ENDUR IG with XL Edge SSSpacer(SS-D TYPE — Cardinal Stainless Steel a 0;2 z:i
s i
14 Wet Glaze(Operating Sash 552 Sikaflex Black Sika US a a w W z
Reinforcement,Hardware and Hardware Fasteners UJ
15 Sash Frame Reinforcement(Operating Sash ST-888-168-0.062 Hygrade Metals .050"Gaiv. 1 2,2LL
16 Encore Awning Operator 51.11.00.211 Amesbu !Truth o 9 E
o� „
a
17 HGE CSM UL Assembly Impact 14.97.00.230 Amesbury/Truth z o g=m
18 HGE CSM LL Assembly Impact 14.97.00.231 Amesbury(Truth
19 Encore Keeper LH 32627.93
Amesbury rrruth 1g
20 Encore Keeper RH 32626.93 Amesbury rrruth .�
21 Encore Tie Bar Guide 33706 Amesbury/Truth
22 Encore Multi-Point Lock 1 Short/Gasket 24.30.32.004 Amesbuy rrruth a m LL
23 Encore Folding Handle 12614.32 Amesbury rrruth R-
24 Encore Operator White Gasket 32658 Amesbury rrruth
.Arnoruso.RE
25 Spacer Oerator Impact 21544 Amesburyrrruth Floridart JPE No,49152
26 MP Tie Bar Guide 14583.92.00.110 Amesbury rrruth
27 #10-24x 11116"Self Tapping Machine 19128.92 Amesbury fTruth `,off°��In68 q�eoo
28 #6 x 518"Tek/Sash Rebar 2 per rebar ev6nly spaced) 117595 GLF Corporation raa Code akQ;-�.c E NS�;,�,�Gs+
29 #8 x 518"Tek/Sash Hine 120934 GLF Co oration NQASAO _ a2 a �: •;LP
30 1116 x 518"Tek/Frame Hine 117598 GLF Corporation Ni anibade[mduMOooW No 40752 0
31 #6 x 518"Tek/Tie Bar Guide 117598 GLF Corporation ay si_ � —`— •, : ,� �j i3
32 #8 x 1/2"Pan Head I Keeper Screws 1120145 GLF Corporation TA e OP r��
33 J#10 x 1"FLT Sharp Point/Operator Screws 127318 1 GLF Corporation OR tip? ���e`
34 #5 x 318"Tek/Screen CII s White 1116506 GLF CorporationZONA„����•�
Installation Fasteners
35 1#12 OR#14 WOOD SCREWnianla Steel
36 114”ADVANCED THREADFORM TAPCON nia ITW Steel
37 #14 SHEET METAL OR SELF-DRILLING SCREW nia nia Steel
(1)Hygrade Metals Specification:AISI 1005to 1010,CS Type A and 8,30 ksi to 50 ksi Yield Strength,G40 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER MO NOA.NO.1&0122.02