HomeMy WebLinkAboutProduct Approval (2) 'a
M IAM 1• LE MIAMI-DADE COUNTY
P i UCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 15-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA RECEIVC�
.miatnidade.gov/economy
Regency Plus,Inc. JAN 13 2019
2000 Locust Gap Highway
Mt. Carmel,PA 17851 ST. Lucie 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,
includin the Hi Veloci Hurricane Zone.
DESCRIPTION: Series L°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.
NESSILE 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 30,2024
Approval Date: May 30,2019
y�� 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(LMI)",
sheets 1 through 7 of 7 dated 02/14/19,prepared by PTC,Product Design Group LLC, signed
and sealed by Robert J.Amoroso,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 (6tb 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(6h 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.
CMA., �-
haq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.19-0411.01
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
NOTES: INS'T'ALLATION ANCHORAGE DETAILS a �
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 CONCRETEIMASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN IX 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
m
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
z a Q
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 e
HAROLD E.RUPP,FLORIDA P.E.
O
5. MATERIAL:
O
Z
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. Q
5.2. REINFORCEMENT: z
5.2.1. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.050"THICK,Fy=30-50 kal&Fu=37568.7 ksi)-SASH PERIMETER ?L9 N_Z ¢ r
5 .2.2. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER •paned es ccjcl�lyjag v0L t1w uj=¢ '7
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. .•.ie13)3uihli�. CoAr. 7 a a Ins W
6. GLAZING: .IOA.N ,'_=—011111–`� Lu
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6.1. GLAZING DETAIL AS TESTED: rvliari Dade product Caab-u V _Z Z =
6.1.1. OVERALL718"NOMINAL INSULATING LAMINATED GLASS. ul I
I.bC t_h . o 6
6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. IFY _ - ui
6.1.3. LAMINATED LITE:(2)LITES OF V8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC. o e N
6.1.4. SPACER TYPEISIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). o = 6mi
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"13ACK13EDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N w 19
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER.
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
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7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. O a A
„LL
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116”OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114", o
F
9. FOR ANCHORING INTO CONCRETEIMASONRY USE 114"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 110 MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO Roberti.AmoNso,F.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. ObertFlodd .A oru 49752
10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ,111191H/4o"
101 #12
ANCHORS D SCREWS SHOWN INWS)WITH
T SUFFICIENT
LENGTH
T DETAILS ANCHOR MINIMUM
NIMULOCATONS EDMENHAVE TINTO SUBSTRATE WITH 7B"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER 0,�1%M%INME'S;�Ij�O k
10.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. •Q1�e:.�1GE NSF••,pGs�
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-V TOLERANCE. No 49752/1•'�O
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"MINIMUMlyCl %I
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. �W61 �''
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS �•••STATE Off•=wu!
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET DESCRIPTION "e�`S'• O R.%
O,:
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 1 NOTES q��S;%i a tN1°�
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 490,MEDIUM WEIGHT WITH DENSITY-117 PCF 3 VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI/Fu=46 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,WOOD&METAL SUBSTRATES
6 COMPONENTS AND FRAME CONSTRUCTION
7 BILL OF MATERIALS
36"MAX.
FRAME WIDTH a
m
34�'MAX. $
SASH WIDTH 14 b
HINGE CENTERLINE 4" MAX.TYP. w
A A LOCATED 7-118"FROM 1 7 MAX.TYP. a g
3 4 TOP OF HEAD(TYP.) 8
e o jj jj m
5 I I 5 jj jj a=a °
36' 34 j j C 29 '
I / I 5 8 o
MAX. MAX. 5 I 0 5
FRAME SASH j l / I I D MAX. I 'a Z}
OPP.HEIGHT HEIGHT 5 5 DLO 14" j i I L9
HEIGHT MAX.TYP. z=~Z�y o a l
it 7Za SU �u�=
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LOCK CENTERLINE LOCATED 4, g a LL�"
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22 s"FROM JAMB(TYP.) MAX.TYP. SERIES TECH 5605 VINYL AWNING WN ,o %
6 OPERATOR LOCATED AT (PROJECT-OUT BOTTOM)WINDOW $"
CENTER OF SILL V)) e A A EXTERIOR VIEW-ANCHORAGE koin
3 4 °
F v.
rod )Essi29eMAX• INSTALLATION NOTES: idP..oa7
DLO WIDTH 1. HEAD AND SILL ANCHORAGE THE SAME. `+tueeaieae�
3. JAMB ANCHORAGEOSE ON ANCHOR LOCATION. SGEN o l
SERIES TECH 5605 VINYL AWNING 3.1. TAPCON MINIMUM SPACING IS 4"OC.
(PROJECT-OUT BOTTOM)WINDOW 3.2. WOOD AND TAPPING SCREW MINIMUM Q No 49152 •o
EXTERIOR VIEW SPACING Is z"OC.
O STATE OF
DESIGN PRESSURE RATING(PSF) IMPACT RATING NOTES: �°s`S OON
LARGE MISSILE 1. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.19"X 34.06"(34-3116"X 34-1/16")
+55.0%55.0 IMPACT 2. DAYLIGHT OPENING(DLO)SIZE:29.38 X 29.12' (29-3/8 X 29-118 ) App.oved!swrnplpi,gwith*o
3. NO WEEP HOLES EMPLOYED Fln,ida i co
1JOAN�^O41•6•L
Minmi Dwle Noduct C=rob
PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 35 PROPERLY SECURED 1X
WOOD BUCK BY OTHERS 36INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS m
(SEE NOTE 3, SHT. 1) 1 1/2" MIN (SEE NOTE 2, SHT. 1) g
WOOD BUCK PROTECTION BY EDGE DIST. #14 WS: 1" MIN. EDGE DIST. 2X WOOD o
OTHERS (SEE''NOTE 3, SHEET 1) #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS m
.+,yi vd••v a
SHEATHING (SEE NOTE 2, SHT. 1)
CONCRETE BY OTHERS `- v
BY OTHERS
(SEE NOTE 2, SHT. 1) o v v 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 a
SHIM SPACE i
EXTERIOR FINISH p fwr 1/4" MAX.
SHIM SPACE
BY OTHERS 0�
PERIMETER CAULK
BY OTHERS 3 PERIMETER CAULK p� o
15 1 BY OTHERS W m o n
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13 1 5 iq 6 NZz2¢zW .¢ s l
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WINDOW EXTERIOR DETAIL 1, INTERIOR EXTERIOR I 3 WINDOW z O Q 50
HEIGHT SHEET 4 W V U,�? o
DETAIL 1, HEIGHT 0 S 0
SHEET 4 � uJ WZ „LIE
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14 I 3 5 14 I 3 5 N �w
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13 4 13 4 �¢
ANCHOR-TO-SUBSTRATE ix
11 6 EDGE DISTANCES ARE 11 6 In in e. W
1 TYPICAL AND w k.g T
2 7 MEASURED TO BOTH 2 7 >
15 �o n]0
8 SIDES OF SUBSTRATE 15 � 8 S
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28 16 23 28 16 23 Robert J.Amoroso,P.E.
Florida P.E.No.40752
ee1111111111101A
PERIMETER CAULK 1 1 `eeee JAMES 44!1"s��o
BY OTHERS p 3 1/4" MAX. a 3 1/4" MAX. oe <yQ`,:`r,E ry's•:09 i
_SHIM SPACE SHIM SPACE Z... F •.GJ,
PERIMETER CAULK Q; No 49752
EXTERIOR FINISH k'< •-4
t"tri"• -� 8Y OTHERS
BY OTHERS ;,.y., <•, I 1
CONCRETE BY OTHERS s o 1 1/2" MIN. �; y I
(SEE NOTE 2, SHT. 1) '.e e EMBEDMENT 5iT #14 WS: 1 1/2" MIN. EMBEDMEN
BY OTHERS
T Q` TATE
EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENT • t`'•,CDR1�P,r\���
PROPERLY SECURED 1 X %`` ' '�4 , 4,0/ON E�ee`
WOOD BUCK BY OTHERS 1 1/2" MIN. SHEATHING 2X WOOD
(SEE NOTE 3, SHT. 1) EDGE DIST. BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON 36 (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1" MIN- EDGE DIST.
#12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X Approved as complyi-gfth dia
SHEET 1) WOOD BUCK BY OTHERS Florid-
OP
BI p'I u,g Co
#12 OR #14 WOOD SCREW Ouc SA 017
VERTICAL SECTION INSTALLATION ANCHOR 35 (SEE'+NOTE 2, SHT. 1) NOAi EE � Z
A 7-
CONCRETE SUBSTRATE Miami D-de Product Cor
-rod
A VERTICAL SECTION BY -% I-R( ,A—
WOOD SUBSTRATE
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1. WOOD FRAMING, c
1.2. STEEL STUD FRAMING,
1.3. ALUMINUM FRAMING,AND
#14 SHEET METAL 37 1.4. CONCRETE ANDIOR MASONRY. S
SCREW/SELF—DRILLING SCREW METAL SUBSTRATE 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK METAL FRAMING AND CONCRETEMASONRY 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 U '�
(SEE NOTE 2, SHT. 1) ARCHITECT OR ENGINEER OF RECORD. W
EXTERIOR FINISH 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME cc
BY OTHERS " 3/4" MIN. 3 THREADS MIN. AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY IL
DISI. EMBEDMENT BEYOND TRANSFER ALL LOADSTO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS
EDGE
+.� GE DI 1 INTERIOR WALL MUST BE SEPARATED NTH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
1/4" MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116°OR GREATER OCCURS.
SHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE 114•.
- 5. FOR ANCHORING INTO CONCRETElMASONRY USE tl4°HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVER 1 17Y MINIMUM
EMBEDMENT INTO CONCRETE WITH 1 1&MINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT INTO MASONRY WITH 7 MINIMUM EDGE
PERIMETER CAULK U� I DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4r MINIMUM SPACING BETWEEN ADJACENT ANCHORS rn c r
TUI REQUIRED.ANCHOR LOCATIONS HAVE-/-VTOLERANCE. a j 0
BY OTHERS _j m a ¢
G. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
3 6.1. 012 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 131W MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718" W
MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF T ON CENTER.LOCATE ANCHORS AS SHOWN IN
15 1 ELEVATIONS ANDINSTALLATION DETAILS.ANCHOR LOCATIONS HAVE H-1°TOLERANCE ❑ a
❑ 42. OMPAN HEADWOODSCREW5(WS)WITH SUFFICIENT LENGTHTO ACHIEVE A I I/2-MINIMUM EMSEDMENTNTO SUBSTRATELMTH V } Zy
28 I'`�='S1 4 MINIMUMEDGEDISTANCE AND MINIMUM ANC44ORTO•ANCHOR SPACING OF VON CENTER.LOCATE ANCHORS AS SHOWN IN ¢ ^�m
ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS RAVE-/.1°TOLERANCE. 0 2 m U,y
2 D 7 7. FOR ANCHORING IN70 METAL STRUCTURE USE 014 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH 2 g.n-Z 2 Q
N= F;
TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM tL H 2
ANCHOR-TO-ANCHORSPACaING OF YON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Ja0-Q�i �J
14 6 LOCATIONS HAVE+1-1 TOLERANCE IL(�J 5 �
aFP No w
13 5 14 INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. Z 7 >ZO
I 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE LATH ASTM E2112. w DO U C V
LOU EXTERIORS IN 3 WINDOW ANCHOR—TO—SUBSTRATE c 'U)
DETAIL 1, INTERIORHEIGHT EDGE DISTANCES ARE N L=3 S a J3
SHEET 4 TYPICAog
MEASUREDLTONBOTH 7/8" D . LAMINATED GLASS CONSISTING yam ' 10
14 1 3 5 SIDES OF SUBSTRATE OF: EXTERIOR LAMINATED GLASS — (2) LLLIVIP
!art
NOMINAL 1/8"ANNEALED GLASS W/ W 13 4 0.090" KURARAY AMERICA INC. TROSIFOL to v 1.11 g INTERLAYER, 7/16" AIRSPACE W/
STAINLESS STEEL SPACER (TYPE SS—D), °a
27 INTERIOR 1/8"TEMPERED GLASS
15 S0 B 13 Robert J.AmNo.4 P.E.
Florida P.E.No.48752
28 16 23 EXTERIOR z \ \!(PRIORI���i
JPMES A
i
0
�c��vs�o,�3 1/4` MAX. / 14 �' Pd0 49752 GAO
SHIM SPACE
1/2" GLASS
PERIMETER CAULKBITE 9 ✓J 1
BY OTHERS—,---'
THERS rt ��� STATC
A OF t��11
PPS' nr04°+BS with t6o r as;.'•A�
3/4" MIN. 3 THREADS MIN. 11 FDa nS 1'30 7019 ��s�+'0 A 1 C•��j\°�,
EDGE DIST. EMBEDMENT BEYOND 14 0 NDA. j, -414 LI.07
EXTERIOR FINISH �P') INTERIOR WALL °��aoeaeca3,�
Aliami Bade Product Control
BY OTHERS METAL SUBSTRATE
#14 SHEET METAL BY OTHERS
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 1/4" MAX. SHIM SPACE
(SEE NOTE 2, SHT. 1) SHIM SPACE SHIM AS REQUIRED 1 1/2" MIN. EMBEDMENT — CONCRETE 4
1" MIN. EMBEDMENT — MASONRY
22 8 INTERIOR 8 22 m
#14 WS: 1 1/2" MIN. EMBEDMENT
#12 WS: 1 3/8" MIN. EMBEDMENT 1 7 6 4 5 3 14 3 5 4 6 7 1 36 1/4" ITW TAPCON INSTALLATION ANCHOR
3 3 w
t1t
L �t
3 puffQ• Q 1 1/2"" MIN. EDGE DISTANCE — CONC. a
#12 OR #14 WOOD SCREW 35 9 2" MIN. EDGE DISTANCE — MASONRY
INSTALLATION ANCHOR Q
Q
CONCRETE OR MASONRY
d. to
#14 WS: 1" MIN. EDGE DIST. BY OTHERS w
#12 WS: 7/8" MIN. EDGE DIST. V .Q (SEE NOTE 2, SHT. 1) o
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V � PROPERLY SECURED 1X o
a' WOOD BUCK BY OTHERS ��
PROPERLY SECURED 1 X rs.,.:G SEE G ING y,' cn
WOOD BUCK BY OTHERS ;;:;ur':.R;:; '..; 17 DETAIL 1, 17 i)>'i (SEE NOTE 3, SHT. 1) 3
(SEE NOTE 2, SHT. 1) 15 2 14 14 2 15 lid; t o
18 SHEET 4 16 WOOD BUCK PROTECTION BY St
SHEATHING EXTERIOR =:r �` OTHERS (SEE NOTE 3, SHEEP 1)
BY OTHERS o I m�o
EXTERIOR FINISH Z(5-
=Q z o m Z I
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS
BY OTHERS BY OTHERS BY OTHERS a¢-j
B HORIZONTAL SECTION HORIZONTAL SECTION ?'6.
j .Q E
WOOD FRAME SUBSTRATE ANCHOR—TO—SUBSTRATE C CONCRETE W O F ow 8.
EDGE DISTANCES ARE o 4g-e@
TYPICAL AND SUBSTRATE c U V
MEASURED TO BOTH N w Z 8
BSTRATE �o g
1/4" MAX. SHIM SPACE SIDES OF SUw� 18 3 g a
SHIM AS REQUIREDLm Lit
INTERIOR rn a w
8 16 #14 SHEET METAL
14 3 5 4 6 7 1 37 SCREW/SELF—DRILLING SCREW
INSTALLATION ANCHOR m
3 Robert J.Amoroso,RE
3/4" MIN. Florida P.E.No.49752
a 3 THREADS MIN. 0 0 8F•'�G�':
EMBEDMENT BEYOND INTERIOR WALL No 49752 O
METAL SUBSTRATE BY OTHERS
(SEE NOTE 2, SHT. 1) STATE OF "W�
SEE G
NG Approved as complying with the 'c`.'"&
DETAIL 1, 14 2
EXTERIOR 15 :=:+ "'t'10 I;i:9,. FloridyBu'Idin CWe (t`S*-.OR%pP���,�
Nona—-- �oZSa� Plfi�Lg
SHEET 4 Uiami rhde Prpduct Contmt
By
EXTERIOR FINISH --'—
PERIMETER CAULK BY OTHERS
BY OTHERS
D HORIZONTAL SECTION
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 o 3
3.250 2.459
0.552
0.720 0.750 1.383 0.935
0.779" �� ❑ m �
2.527 0.628 1.031 a
❑ 0 2.424 0.730El
nB
0.354
1.413 0.777
1.498 0.31 1
1.412
0
0.510
o �
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WELDED MITERED Z a
CORNER CONSTRUCTION d m�Z
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Robert J.Am=-.RE.
Ficrida P.E.No.49752
1\119111/!lff0
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1Nort 49752 p�O
STATE OF
1 c P
DETAIL Approved as mmptYutg w th the ' F•• O R 1 Q,
Florida Ru'Idin Cad� G\\
Date S $a 1of�y °OOSSBOly..
F- IE�e\°
NOAtt{'1 _oG
MASTER FRAM E Mtamt Oade Roduct Control
By
CONSTRUCTION IJ
(SASH FRAME SIMILAR)
Series Tech 5605 Impact Awning/Bill of Material 5
Item No. Description Part Numbers Supplier Material Note
Frame Components
1 Master Frame N White 1083/7733 Kn:Orgi I Royal White PVC 2
2 ISash Frame(Operating Sash N White 1084 17734 Ener i 1 Royal White PVC 2 W
3 Glazing Bead Stop(Operating Sash) N White 1080/7753 Ene i I Royal White PVC 2
Screen Components a
4 Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum
5 Fiberglass Screen Cloth Charcoal l36"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 Clip Clear 6794352 Ashland Hardware o
9 30PP12-18P50-9/16 X1 318 X 3 Foam Block W0511022 Lindenme r a s o
10 JAccessory Parts installation Translucent 02-MX0150010C2 Nova and Silicones "
Glazing g $
11 Glass setting Blocks Sash 2NB-8K-0.0062-028-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer a z
12 Operating Sash E366 2.7mm 10.09 Trosifoi PVB Interlayer IG Hurricane Laminate Impact Cardinal Kuraray America,Inc.Trosifol PVB
13 ENDUR IG with XL Edge SS Spacer SS-D TYPE Cardinal Stainless Steel E a"?�,g
14 Wet Glaze(Operating Sash 552 Sikaflex Black Sika US -a.�- ;z
Reinforcement Hardware and Hardware Fasteners }���9
15 Sash Frame Reinforcement(Operating Sash ST-888-168-0.062 Hygrade Metals .050"Galy. 1 z�o: o' E
16 Encore Awning Operator 51.11.00.211 Amesbury!Truth W o m:j �2 >n
17 HGE CSM UL AssemblyImpact 14.97.00.230 Amesbury/Truth o g=m o
18 HGE CSM LL Assembly Impact 14.97.00.231 Amesbury!Truth N 0 JW
19 Encore Keeper LH 32627.93 Amesbury!Truth
20 Encore Keeper RH 32626,93 Amesbury Rruth w
21 Encore Tie Bar Guide 33706 Amesbury!Truth u
22 Encore Multi-Point Lock/Short/Gasket 24.30.32.004 Amesbury!Truth a o LL
23 Encore Folding Handle 12614.32 Amesbury(Truth R
24 Encore 0 eratorWhiteGasket 32658 Amesbury ITruth
25 Spacer Operator Impact 21544 Amesbury!Truth Fl�tl it JF E No.49752
52
26 MP Tie Bar Guide 14583.92.00.110 Amesbury Irruth
27 #10-24x 11/16"Self Tapping Machine 19128.92 Amesbury/Truth _ 6,°o"°°IpIAES 4!-"i,
28 #6 x 518"Tek/Sash Rebar 2 per rebar even/ spaced) 117595 GLF Co oration Feed ngcnae �kF�'.......... �OA'�e,✓
29 #8 x 518"Tek 1 Sash Hine 120934 GLF Corporation D 02 '= No 49752
30 #6 x 5/8"Tek/Frame Hine 117598 GLF Corporation Ninmi Dude Fioduct Conor q
31 #6 x 518"Tek!Tie Bar Guide 117598 GLF Corporation ar
32 #8 x 112"Pan Head/Keeper Screws 120145 GLF Corporation .l rA op �`
33 #10 x 1"FLT Sharp Point/Operator Screws 1127318 GLF Corporation •�r+p io? ���°,�'
34 #5x 3/8"Tek/Screen CII s White 1116506 GLF Corporation /0
Installation
Installation Fasteners
35 #12 OR#14 WOOD SCREW nia n1a Steel
36 114"ADVANCED THREADFORM TAPCON n/a ITW I Steel
37 j#14 SHEET METAL OR SELF-DRILLING SCREW nla nla I Steel
(1)Hygrade Metals Spedfication:AISI 1005 to 1010,CS Type A and B,30 ksl to 50 ksi Yield Strength,640 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER MD NOA.NO.18-0122.02