HomeMy WebLinkAboutNotice of Acceptance AUG ? `0"'
ST. Lucie County, Permitting
MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA
PRODUCT 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(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinE
Regency Plus,Inc.
2000 Locust Gap Highway
Mount Carmel,PA 17851
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes.If this product or material fails to perform
in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "Tech 5108"White PVC Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No.RPLS0060,titled"Series Tech 5108 Vinyl Fixed Window
(LMI)",sheets 1 through 5 of 5,dated 09/16/08,with revision H dated 12/24/19,prepared by PTC Product
Design Group,LLC,signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County
Product Control Revision stamp with the Notice of Acceptance number and expiration 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,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 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 i
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 revises and renews NOA No. 18-0918.03 and consists of this page 1 and evidence pages E-1,
E-2 and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.20-0109.04
MIAMI•DADE COUNTY Expiration Date: January 28,2025
FOR
° Approval Date: January 30,2020
COD PUCE Page 1
STa LUCIE UNT
CC ile Cop .
Reeency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOX s
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1021.04)
2. Drawing No. RPLS0060,titled"Impact 5108 Series Fixed Window"sheets 1 through
5 of 5, dated 09/16/09, with revision G dated 01/09/18,prepared by PTC Product
Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E.
(Submitted under NOA No. 18-0122.10)
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 a series 5108 white PVC
fixed window,prepared by National Certified Testing Laboratories, Inc.,Test Report
No. NCTL-110-11363-1, dated 05/15/08, signed and sealed by Harold E. Rupp,P.E.
(Submitted under NOA No. 08-1021.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition(2014),dated 06/11/15 with revision dated 09/01/15,prepared by PTC Product
Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E.
(Submitted under NOA No. 15-0618.01)
2. Glazing complies with ASTM E1300-04
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. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions
USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
{
Manuel P e ,P.E.
Product Contro Exa finer
NOA No. - 109.04
Expiration Date: January 28,2025
Approval Date: January 30,2020
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6"Edition (2017), dated January
8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso,P.E.
(Submitted under NOA No. 18-0122.10) r
2. Laboratory compliance letters for Test Report No.NCTL-110-11363-1,dated
05/15/08,issued by National Certified Testing Laboratories, Inc., signed and sealed by
Harold E. Rupp,P.E.
(Submitted under NOA No. 08-1021.04)
3. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test,dated 06/11/18, signed by Tony Procopio, Plant Manager.
(Submitted under NOA No. 18-0918.03)
4. Testing agreement letter dated 06/12/18 between National Certified Testing
Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L.
Bupp,Laboratory Manager.
(Submitted under NOA No. 18-0918.03)
G. OTHERS
1. Notice of Acceptance No. 18-0122.10, issued to Regency Plus, Inc. for their Series
"5108" White PVC Fixed Window — L.M.I., approved on 03/08/18 and expiring on
01/28/19.
2. This is a one-year approval, subjected to successful verification test.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0060,titled"Series Tech 5108 Vinyl Fixed Window(LMI)",
sheets 1 through 5 of 5, dated 09/16/08,with revision H dated 12/24/19,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 a series 5108 white PVC
fixed window,prepared by National Certified Testing Laboratories,Inc.,Test Report
No. NCTL-110-22857-1, dated 12/17/19, signed and sealed by Joseph Reed,P.E.
Manuel a ez,P.E.
Product Contijbi E aminer
NOA No. 0-0109.04
Expiration Date: January 28,2025
Approval Date: January 30,2020
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Stn
Edition (2014), dated 06/11/15 with revision dated 09/01/15,prepared by PTC r:
Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E. %.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no
financial interest, dated December 26,2019,prepared by PTC Product Design Group,
LLC, signed and sealed by Robert J.Amoruso,P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0918.03, issued to Regency Plus, Inc. for their Series
"5108" White PVC Fixed Window—L.M.I., approved on 10/11/18 and expiring on
01/28/20.
Manuel P P.E.
Product Contr Exa finer
NOA No. 109.04
Expiration Date: January 28,2025
Approval Date: January 30,2020
E-3
REGENCY PLUS, INC. Q
SERIES TECH 5108 VINYL FILED WINDOW (LARGE MISSILE IMPACT) a
INSTALLATION ANCHORAGE DETAILS W Z ="
=
NOTES:
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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). cc a
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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 o_ W
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 CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE (7
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
n
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110.22857-1,DATED 12117/19 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK PA,SIGNED AND SEALED BY
JOSEPH A-REED,FLORIDA P.E.NO.58920 c O
S. MATERIAL: d '•
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MD NOA
5.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MD NOA } O v
6 Z W
6. GLAZING: ti=w�!w
6.1. GLAZING DETAIL AS TESTED: ?L7 rn mI'T
6A.1. OVERALL,7/8"NOMINAL INSULATING LAMINATED GLASS. of= X w6.1.2. GLASS THICKNESS:(1)LITE OF 3116"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. °.a
6A.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY 0.090"TROSIFOL INTERLAYER BY KURARAYAMERICA,INC. a z -
6.1.4. SPACER TYPE/SIZE:319"NOMINAL CARDINAL ENDUR IG EDGE SPACER(AI-D)ALUMINUM >F W Z 2 �
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKAFLEX 552 BACK13EDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. cJ W M>w
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 UJ U<moo q E
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. w z $
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6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. o g=u) r
W w u z
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ N I-o EE�§
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF Ill 6"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". W Z ®�o g o
S. FOR ANCHORING INTO CONCRETE/MASONRY USE 1!4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO 5 w
MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENTANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
1D. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: a
10.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVEA 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR -
o.
SPACING OFT ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Robert J.Arroruso,P.E.
10.2. NOT SHOWN IN SECTION VIEWS:#14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 11Y'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR Florida P.E.No.49752
SPACING OF TON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+A I"TOLERANCE.
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 bad° �HF1E8
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF VON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. � p EFL S ��iOGm'Oo
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING '0-
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
c '
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) TABLE OF CONTENTS 4S+.........
R
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY-STRENGTH CONFORMANCE TOASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF B�011),4e E`�ea
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu-45 KSI OR ALUMINUM 6063-T50.048"THICK MINIMUM. SHEET DESCRIPTION
13.4.1. METALSUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 1 NOTES AND DESIGN PRESSURE CHART
2 ELEVATION&ANCHOR LOCATION r. PRODUCT REVISED
!. u comp lying%vtth the Florida
HORIZONTAL&VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY Building Code
3 AcceplanimM 0- 109.04
SUBSTRATE INSTALLATION IT.
3DESIGN PRESSURE RATING PSF IMPACT RATING( ) HORIZONTAL&VERTICAL SECTIONS-METAL SUBSTRATE INSTALLATION,GLAZING355.0 PSF LARGE MISSILE 4 DETAIL '
IMPACT 5 COMPONENTS,FRAME CORNER CONSTRUCTION AND BILL OF MATERIALS
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INSTALLATION 541/2"
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Robert J.Amomso,P.E.
Flodde P.E.Na.49752
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THROUGH-FRAME INSTALLATION ° '.� F
EXTERIOR VIEW
EXTERIOR VIEW
PRODUCT'REVISED
as complying dth the PIorFJa
Building code
Acceptaooe No 16
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2X WOOD FRAME BY 1/4"MAX SHIM o �
OTHERS(SEE NOTE 2, 1 3/8"MIN.EMBEDMENT
SHEET 1),PROPERLY
7/8"MIN.EDGE DISTANCE
SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS z m
OPTIONAL(SEE NOTE 2, #12 WOOD SCREW (SEE NOTE 2,SHEET 1), F z co
SHEET 1) INSTALLATION ANCHOR PROPERLY SECURED 1X BUCK IS w o- m� €_
OPTIONAL(SEE NOTE 2,SHEET 1) 'o w W f N
SHEATHINGA a ¢~ o1.
#12 WOOD SCREW 1 2 3 4 o a W
BY OTHERS INSTALLATION ANCHOR
EXTERIOR FINISH 1 318"MIN.
BY OTHERS EMBEDMENT SEE GLAZING DETAIL 1 =
6 ON SHEET 4 uj
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7/8"MIN. m
PERIMETER CAULK 5 2 INTERIOR 1/4"MAX SHIM EDGE DISTANCE ? o BY OTHERS ^n 8 0
3 ANCHOR—TO—SUBSTRATE }
6 4 EDGE DISTANCES ARE 0 5
TYPICAL AND SHEATHING BY OTHERS 7 6
EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH a Z�
ON SHEET SIDES OF SUBSTRATE EXTERIOR FINISH z�m 3:w ai
BY OTHERS PERIMETER CAULK ai=¢X Z
B VERTICAL SECTION BY OTHERS a J J
INSTALLATION O.A. RAME WIDTH I-> w 09
WOOD FRAME SUBSTRATE z rn�j o I�
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HORIZONTAL SECTION W F
MAX.O.A. C INSTALLATION x y
FRAME SEE GLAZING DETAIL 1 O
HEIGHT ON SHEET 4 WOOD FRAME SUBSTRATE 6 N �o S s
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EXTERIOR 7 4 INTERIOR 1/4"MAX.SHIM n 3^c
112"MIN.EMBEDMENT-CONCRETE w
PERIMETER CAULK 8 3 1"MIN.EMBEDMENT-MASONRY
BY OTHERS 2
EXTERIOR FINISH �1/4"MAX SHIM CONCRETE/MASONRY BY o a n
BY OTHERS ;OTHERS(SEE NOTE 2,SHEET 1) _
4 3 2 1 Robert J.Arrmso,P.E.
1/4"ITW TAPCON Florida P.E.No.49752
' :r ;t".•:: .•;. 1 1/2"MIN. SEE GLAZING DETAIL 1 INSTALLATION ANCHOR `,,���jpMES q �e�se
PROPERLY SECURED ,^ ,'.;;6 .:, ,: _ EMBEDMENT ON SHEET 4 '.
1X WOOD BUCK BY 5 ';::f•, OXoeNS�agG��
OTHERS(SEE NOTE 3, .SHEET 1) CONCRETE BY OTHERS •>. :•:• _ No 4975a
(SEE NOTE 2,SHEET 1) .'`•':f; _ {+
•1 1Y2"MIN.EDGE DISTANCE-CONCRETE
114"ITW TAPCON 2"MIN.EDGE DISTANCE-MASONRY
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1 1/2'MIN.EDGE DISTANCE INSTALLATION ANCHOR � �..�C STATEOP•`�,,e
VERTICAL SECTION 6 PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK A INSTALLATION BY OTHERS(SEE NOTE 3,SHEET 1)
PROTECTION BY CONCRETE SUBSTRATE PERIMETER CAULK BY OTHERS
OTHERS(SEE WOOD BUCK PROTECTION BY
NOTE 3,SHEET E EXTERIOR FINISH BY OTHERS OTHERS(SEE NOTE 3,SHEET 1) Ps OD�I E Iijh'::Florida,
—MAX O.A.FRAME WIDTH Buldu=zcodx
HORIZONTAL SECTION
D INSTALLATION HY- D
CONCRETE/MASONRY SUBSTRATE MadePtodect
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014 SHEET METAL INSTALLATION NOTES:
SCREWISELF-DRILLING SCREW N m
METAL SUBSTRATE 1, APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
INSTALLATION ANCHOR BY OTHERS 1.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0,42(NON-HVHZ)AND 0.55(HVHZ) v
EXTERIOR FINISH (SEE NOTE 2,SHEET 1) 1.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 25DO PSI qm
BY OTHERS 1.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF
314"MIN, 3 THREADS MIN. 1A. METAL SUBSTRATE:STEEL ISGA(0.0428),Fy=33KSI1 Fu-45 KSI OR ALUMINUM 6063-TS 0.048"THICK MINIMUM. _
EDGE DIST. EMBEDMENT BEYOND 1A.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. ~O
z oa :
(TYP.) INTERIOR WALL ~ K❑O OZ =
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETElMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY w w y w o
1/4"�• TRANSFER ALL LOADS TO STRUCTURE.FRAMING AN13 CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF a ¢ q V
SHIM SPACE RECORD, ❑
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3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK D
PERIMETER CAULK INTO CONCRETEMIASONRY SUBSTRATE WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO _
BY OTHERS STRUCTURE AND IS T14E RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED = ❑
'� COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, J
'LJ) 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16`OR GREATER OCCURS.MAXIMUM W a
2 ALLOWABLE SHIM STACK TO BE 1W. ❑ o 0
5. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO ^z 5 S O
rr CONCRETE WITH 1 1P1'MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS n u¢ v
�J a3 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE
TOLERANCE. p❑ o
7 SEE GLAZING DETAIL 1 4 F-
ON THIS SHEET 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE SCREWS
(I THE FOLLOWING: 6 G Z a
6.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO �� R
c VERTICAL SECTION SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN Z W ul
V F INSTALLATION WINDOW ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
EXTERIOR METAL SUB57.RAT0 INTERIOR HEIGHT 6,2. NOT SHOWN IN SECTION VIEWS:#14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO -7 a a¢u-ul Z
6 SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN -1 Q
JJ 5
ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. }H W Z FFa s -
U N W
SEE GLAZING DETAIL 1 ,1 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3Iju
7 ON THIS SHEET 't THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON p U o_y $
` CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1•TOLERANCE w J I- Z �M 9 pN
ttg11 -
8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N fin?
J S. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANO10R SPECIFIED IN ACCORDANCE WITH ASTM E2112. U)uJ ®cl uJ
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1/4" MAX. SHIM SPACE ') 3 m> a o W w
SHIM AS REQUIRED J `_ m '
1/4 MAX EXTERIOR g g 0
SHIM SPACE 4 3 2 'I 014 SHEET METAL = i m
SCREWISELF-DRILLING SCREW
INSTALLATION ANCHOR Robert J.Arnoram,RE
PERIMETER CAULK INTERIOR 4 Florida P.E.Na.49752
BY OTHERS N. 0.578'GLASS
3/4"MIN. U" EDGE DI 7,(1YPJ SITE ( aeet�4'q••�v E6Jg �Qddd
3 THREADS MIN. e.
EDGE DIST.—I rJ No 43752 "w 0
- ) EMBEDMENT BEYOND _____�L /
EXTERIOR FINISH `y; INTERIOR WALL ,
BY OTHERS METAL SUBSTRATE 3THREADS MIN.
914 SHEET METAL BYOTHERS EMBEDMENT BEYOND INTERIOR WALL 7 \ ro
a
SCREWISELF-DRILLING SCREW (SEE NOTE 2,SHEET 1) ST;t r'E F
INSTALLATION ANCHOR METAL SUBSTRATE BY OTHERS 718"O.A.INSULATING GLASS T•,�4`t 9?,d c e
SEE GLAZING DETAIL 1�/ ( (SEE NOTE 2,SHEET 1) CONSISTING OF: oj'LCS'•,O tl .••(3�aee
VERTICAL SECTION ON THIS SHEET e,,.M _ •.0 1/8"ANNEALEDGLASS, INTERIOR
E INSTALLATION \ 0.0901TROSIFOL 8fdi1111201
METAL SUBSTRATE INTERLAYER BY KURARAY
EXTERIOR AMERICA INC.,118"
ANCHOR-TO-SUBSTRATE ANNEALED GLASS,0.39^AIR PRODUCT REVISED
as OD EDGE DISTANCES ARE EXTERIOR FINISH SPACE,3f16"INTERIOR 1
.TYPICAL AND PERIMETER BY OTHERS TEMPERED GLASS Bq1d'CAULKmCu-da tih w-Fi,?i a ,
MEASURED TO BOTH G 7 BY OTHERS Acceptance No. A171 Q.
SIDES OF SUBSTRATE "•L'ste 7A,2o}g L
GLAZING DETAIL I
HORIZONTAL SECTION r�
G INSTAF-LAT.TON ade Product l it
N=AL SUBSTRATE
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0 MASTER FRAME ZO SASH STOP FRAME COVER a
0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS
4.170" 1.635" 0 LL c
OZ �n
LLF
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2.015" 0.542" Q D ' " a a o
2.730' _ w i
1.400"
0.847" �
3.250"—
4 m m
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LL
4 GLAZING BEAD ^z J
3Q POCKET INSERT �Z
0.070"TYPICAL WALL THICKNESS 3 0
0.070"TYPICAL WALL THICKNESS } °o a 5
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0.552" zg
0.612" 1.031" z=n pZ m vi
J� �:1.472" tri=<X c7 m z =
Maatl W
0.380" 0.825" 0.720" 0.750" y F w z w
16 3 WUa)CnM>W 4
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1.133" 0.311" w�~"'4a -ger
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N~ V v
IAZ g�sQ
CORNER CONSTRUCTION �z ,�%9
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Series Tech 5108 Miami Dade Impact Fixed/Bill of Material
Item Robert.).An w,P.E
Part Numbers Description Supplier Flodda P.E.Na.49752
Numbers
1 N White 106017780/AG Master Frame Ener i Fenestration** ��a°°°�A°vgEs aAz9
2 N White 1070 17736 Sash Stop Frame Cover Ener i Fenestration** "GEN's G�r'gp
3 IV White 1079/7737 Pocket Insert/Center SectionPW EnergiFenestration" ` �'•" _�•%
No 497;
4 jIvwhite110317726 PW Glazing Bead Enerqi Fenestration"* ID
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5 552 Sikaflex Black Wet Glaze Fixed Center Section) Sika US _ e
STATE OF
6 Hurricane Laminate Impact Operating Sash E366 2.7mm 10.90 PVB(Kuraray America,Inc.Trosifil)Interlayer IG Cardinal A'
7 VEN-VG-1208B Black Glazing Tape 1/8 x 318 x 85'(Fixed Center Section) Industrial Sales �S.t p R 1.
8 2NB-SK-0.0062-028-064 Glass Setting Blocks Sash(Neoprene wf70 to 90 Shore A Durometer) Frank Lowe
9 nla Endur IG Edge Spacer(Al-D)Aluminum Cardinal
Not Shown I H-808WHZ Weep Hole Cover White Product Design 'PODUCTREVISED
Not Shown IWOSI1022 30PP12481350-9116 X1 3/8 X 3 Foam Block Lindenme r ca,nplyingwithtixFt,m.
ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MD NOTICE OF ACCEPTANCE NOA) cceptaee N. -01 ag
:�pinhon Data
r
liam Dart-Pruds.ct n3