HomeMy WebLinkAboutProduct Approval JAN �plp
IAMI�DIADE S1. Lucie county, Pei —DADE COUNTY
o - ._..,�BPRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
M 9
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
Regency Plus,Inc. FA
2000 Locust Gap Highway
Mount Carmel,PA 17851 FILE."'o COPY
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"5108"White PVC Fixed Windoyv
APPROVAL DOCUMENT:Drawing No.RPLS0060,titled"Impact 5108 Series Fixed Window" sheets 1
through 5 of 5, dated 09/16/08, with revision G dated 01/08/18, prepared by PTC Product Design Group,
LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control
Renewal 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 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 renews NOA No. 18.0122.10 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.18-0918.03
MIAMDADE COUNTY Expiration Date: January 28,2020
Approval Date: October 11,2018
Page 1
F
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'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 09/16/08, with revision G dated 01/08/18, prepared by PTC Product
Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
(Submitted under previous NOA No. 18-0122.10)
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Aix 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 50'
.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
I. 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. 16-0712.03,issued to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 08/10/17, expiring on 02/28/18.
Manue er ,P.E.
Product Contl E miner
NOA No. -0918.03
Expiration Date: January 28,2020
Approval Date: October 11,2018
E-1
a
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. . Statement letter of conformance,complying with FBC 611 Edition (2017), dated January
8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso,P.E.
(Submitted under previous NOA No. 18-012230)
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)
G. OTHERS
1. Notice of Acceptance No. 15-0618.01, issued to Regency-Plus, Inc. for their Series
"5108" White PVC Fixed Window - L.M.I., approved on 10/01/15 and expiring on
01/28/19.
Manuel a z,P.E.
Product Contr I E miner
NOA No. -0918.03
Expiration Date: January 28,2020 .
Approval Date: October 11,2018
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None
B. TESTS
1. None.
C. CALCULATIONS
1. None
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.
F. STATEMENTS
1. 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.
2. 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.
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.
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Manuel P964 E.
Product Control xam' er
NOA No. 18- 8.03
Expiration Date: January 28,2020
Approval Date: October 11,2018 I
E-3 s
REGENCY PLUS, INC. A
IMPACT 5108,SERIESFIXED WINDOW
INSTALLATIONANCHORAGEDEEMS
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GENERAL NOTES: INSTALLATION NOTES:
1.THE PRODUCT ANCHORAGE SOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
®TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR m a
BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION = O
® HAVE A CORROSION RESISTANT COATING.
HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURES SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS U c g
STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT
2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. Oo o
® EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK Y
UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR OR EDGE OF MORTAR JOIN71NT0 FACE SHELL OF BLOCK z F
®NCR-110-71363-7 DATED 05175!08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE p
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE INCA). SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1116 INCH 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN =CI.I`-WO Z m vi
ACCORDANCE WITH THE HIGH VELOCITY HURRICANE ® OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED ACCORDANCE WITH ANCHOR MANUFACTUREMS a7=¢X Oz g m i 0
ZONE TESTING PROTOCOLS TAS-201,TAS-202 AND 6.NOT USED. OF HIGH DENSITY PLASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE j q 1 LL F "�
TAS-203, USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE IL(D-�w 5 0
9.GLASS MEETS THE REQUIREMENTS OFASTM E1300.04el. 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOODMINIMUM STRENGTH SPECIFIED BY THE ANCHOR U Lu3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE SEE SHEET 3 FOR GLAZING DETAIL. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 72 INCH MANUFACTURER Z ul I'
TO THE STANDARDS LISTED IN THE CURRENT EDITION OF MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 W U m j
®THE FLORIDA BUILDING CODE(PBC)AND 19 IN10.DESIGNATION'O"STANDS FOR THE FOLLOWING: INCHES. ®11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN W f.; vi R
COMPLIANCE WITH SAID STANDARDS,INCLUDING HIGH 0:FIXED PANEL ARE BASED ON SUBSTRATE MATERIALS WITH THE g H F
VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ FOLLOWING PROPERTIES: U O � § I
STRUCTURAL
11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LO MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, a a Z a� i
R ADEQUACY OF THE EXISTING -SOUTHERN YELLOW PINE-MINIMUM
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE TE ® SHOWN HEREINWAS NOT USED!WIND LOAD DURATION FACN THE DESIGN OF THE TOR(Cd=1.6 SUFFICIENT NGTOADVANCED EVE THE FOLLOWTHREADFORM ING:
NS OF A.SPG FlC GRAVITY OF .55.UMBER MUST COMPLY J 1 F
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND RAS BEEN USED FOR WOOD ANCHR DESIGN WHERE 5.1. CONCRETE SUBSTRATE 8 WITH THE CURRENT EDITION FBC/FRC AS RELATED TO ' � I
TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS,FOR OTHER MATERIALS, 5.1.1• 1112 INCH MINIMUM EMBEDMENT WOOD PROTECTION, t7 u
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12. 1.12 INCH MINIMUM EDGE DISTANCE B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF
OR ARCHITECT OF RECORD. DESIGN STANDARD ARE USED, 52 MASONRY SUBSTRATE ® 2500 PSI AND CONFORMS TO ACI 301.
5.2.1. 1 INCH MINIMUM EMBEDMENTC.MASONRY-STRENGTH CONFORMS TO ASTM i
5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 52.2. 21NCH MINIMUM EDGE DISTANCE ® C-90.MEDIUM WEIGHT WITH DENSITY>117 PCF. i
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT Robert J.An w=.P.E.
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE 46 X 1 518 INCH FwAde P.E No.49752
RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF WOOD SCREWS.3B'MIN.EDGE DISTANCE REQ'D.
RECORD. 13.EACH WINDOW ASSEMBLY SHALL BE LABELED WITH A 01111111118"
PERMANENT LABEL 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AN MDCA',AND10R STAMP WITH THE EXTRUDER 7.MINIM FINISHES,INCLUDING BUT NOMENT AND EDGE DISTANCE MITED TOLUDE `�°.°��pM ES 4�•1
-GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS STUCCO,FOAM,BRICK VENEERAND SIDING. �5t.Q.✓��0 ENS'•.O/�00
FORA SPECIFIC SITE.IF SITE CONDITIONS CAUSE � F ',GJi�i
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS .,. NO 49752 S O I
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY g-t4 eg {]
ELECT ONE OF THE FOLLOWING OPTIONS: A ,T=yy.4y Iyy 1 S-O9) mIt 1'G}.1 :¢
€g4rw .Dl* �� % STATE OF W�
A OUTSIDE HVHZ REQUIRE THAT A LICENSED F
ENGINEER OR ARCHITECT PREPARE AND SUBMIT Bq ' '�'••'A, O \
SITE SPECIFIC DOCUMENTS FOR USE WITH THISt`•'•,O R 1,,.
DOCUMENT, vflr:e:i ztr Aen+:Kis
B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED QA TABLE OF CONTENTS
FROM THE MIAMI-DADE COUNTY PRODUCT
® CONTROL. SHEET REV. SHEET DESCRIPTION
PRODUCT REVIS®
1 B GENERAL NOTES,INSTALLATION NOTES&D,P.CHART ns complying wid,"Florida
2 8 ELEVATION AND ANCHOR LAYOUTS BuOd"%—/9-a 4wo
DESIGN PRESSURE RATING(PSP) IMPACT RATING Ac gA--No
3 B HORIZONTAL&VERTICAL SECTIONS&GLAZING DETAIL-OPT.INSTALLATION E:lpj li Dnte (9 I+
155.0 PSF LARGE MISSILE 4 B HORIZONTAL&VERTICAL SECTIONS-PARTING STOP INSTALLATION By i
IMPACT 5 B COMPONENTS,BILL OF MATERIALS&CORNER SECTION Mwni ode P II
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EXTERIOR VIEW 12 O w w a
MAX.UNIT WIDTH 60" MAX.UNIT WIDTH 60" chi 2 2 w<
D.L.O WIDTH 54112" 00Lu V o o ��
D.LO WIDTH 54 1!2" m� �Rim 8"MAX.FROM CORNERS o ¢ �o�im
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B"MAX O.C.SPACING(TYP) N ¢J
8"MAX.O.C.SPACING(TYP)
6"MAX.FROM 6"MAX.FROM ,$ B
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8"MAX.O.C.SPACING(TYP) F 8"MAX.O.C.SPACING(TYP) i p
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(TYP.) MAX.UNIT MAX.UNIT 'AN
- +..........4 G......�4
10"MAX.O.C. HEIGHT HEIGHT off:' F •.GJ,
SPACING(TYP) D.L.O. 60" D.L.O. 60" No 49752 0
PARTING STOP HEIGHT HEIGHT '
ANCHOR(TYP.) —� 54 1�" INSTALLATION ��:¢
-/ 64117 ``
41/4"MAX.FROM ANCHOR(TYP.) STATE OF
CORNER(TYP) % '
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4 1!4"MAX.FROM I 110"MAX.O.C.
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EXTERIOR VIEW EXTERIOR VIEW uy _ Y Daae�6
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Q7/8°MIN.EDGE DISTANCE 114•MAX SHIM
2X WOOD FRAME NS 1
WOOD SCREW
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BY OTHERS INSTALLATION ANCHOR w n
0
SHEATHING
2X WOOD FRAME q
�BY OTHERS i BY OTHERS
EXTERIOR FINISH 1 112"MIN. o
BY OTHERS EMBEDMENT #12 WOOD SCREW 1 2 3 4 a Rv
INSTALLATION ANCHOR a °a
1
PERIMETER CAULK 1/4"MAX SHIM I
BY OTHERS 2 INTERIOR
3 A 718"MIN. J
5 4 EDGE DISTANCE F o
6
EXTERIOR SEE GLAZING DETAIL 1 T_ "'"'
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ON THIS SHEET
SHEATHING BY OTHERS 5 6 oF3
B VERTICAL SECTION OL
O _E?*4� 5S�* aA. EXTERIOR FINISH a Z o
W OD FRAME SUBSTRATE BY OTHERS PERIMETER CAULK ci="a�3 z
1 3 BY OTHERS H=,<t�xu m Z o
9 4 MAX OA FRAME WIDTH a 11
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0.578"GLASS HORIZONTAL SECTION z N W
BITE C OPTIONAL INSTALLATION ov v mo to v
FRAME MAX OA WOOD FRAME SUBSTRATE o uo
HEIGHT 5 6 N ¢w $
® 7/8"OA INSULATING GLASS CONSISTING OF: I I ® ,�Ho$
1/8°ANNEALED GLASS,0.090"TROSIFOL INTERLAYER I I 1l4'MAX SHIM � F.0
BY KURARAY AMERICA INC.,1/8'ANNEALED GLASS, 1 112"MIN.EMBEDMENT-CONCRETE �6 3
0.39°AIR SPACE,118°INTERIOR TEMPERED GLASS 1"MIN.EMBEDMENT-MASONRY O gi
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1/4"ITW ADV THRFM TAPCON Florida P.E.Na,49752
EXTERIOR 5 3 INSTALLATION ANCHOR
PERIMETEROTHLK
BY OTHRS ® oO�Q. GENS
ERS 2 Y No 49752
EXTERIOR FINISH MAX SHIM *'
1 114" 1 112'MIN.EDGE DISTANCE-CONCRETE *. IM
BY OTHERS y.'., z 2'MIN.EDGE DISTANCE-MASONRY q llbr
1XWOODBUCK � •� ' 11/2"MIN. �� �.�-;.c STATE} F
BY OTHERS = '`• :'.}:i:,`, "-_ EMBEDMENT
ISOLATION MATERIAL 6 5 IX
BY OTOHERS CK ��'Ojss��NA o➢E���,�
BETWEEN WOOD BUCK& CONCRETE BY OTHERS PERIMETER CAULK BY OTHERS
CONCRETE ® (SEE NOTE 4,SHT.1) ISOLATION MATERIAL BETWEEN WOOD
BY OTHERS EXTERIOR FINISH BY OTHERS
1/4"ITW ADV THRFM TAPCON ® BUCK&CONCRETE/MASONRY BY OTHERS PRODUCt RFVJSED
,Al 1/2'MIN.EDGE DISTANCE INSTALLATION ANCHOR oomyiyvm%idr the Figima
MAX.O.A..A.FRAME WIDTH RMUCT reVIN6oilding Code
ce gmn 4'I1ag s 1&On F1M@tii J$'fl74�.1� ,
(A�) VERTICAL SECTION D HORIZONTAL SECTION a«�eicwutla! - t 3 tiP A.Mptua ,rb
OPTIONAL INSTALLATION OF
INSTALLATION E ; a Oz
CONCRETE SUBSTRATE '! Br
CONCRETE/MASONRY SUBSTRATE n� rraa9u'
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#12 WOOD SCREW gg k
718"MIN.EDGE DISTANCE INSTALLATION ANCHOR d
2X WOOD FRAME
BY OTHERS 114"MAX SHIM m
SHEATHING 1X WOOD BUCK 1 112°MIN,EMBEDMENT o
BY OTHERS BY OTHERS
EXTERIOR FINISH ! 2X WOOD FRAME 6 4
BY OTHERS ;Inn MIN BY OTHERS. 7 1 2 3 4 LL
OA
B EMBEDMENT 114"MAX SHIM #12 WOOD SCREW O c g
g INSTALLATION ANCHOR a e Li
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PERIMETER CAULK 7 7/8"MIN. c�
BY OTHERS 1 EDGE DISTANCE
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6 7 5 6 p off- o
EXTERIOR SEE GLAZING DETAIL 1
ON SHEET 3 SHEATHING BY OTHERS 8 Y o 3
VERTICAL SECTION EXTERIOR FINISH ¢
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WOOD FRAME SUBSTRATE PERMITER CAULKs z m u
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FFRRAME WOOD FRAME SUBSTRATE re iore d ge
HEIGHT N a j
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l"MIN.EMBEDMENT-MASONRY 9 9 H
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8
Z.- BYOTHERS
6 4 3 2 1 7 R1/4'ITW ADV THRFM ��J.A 9
5 4 INTERIOR INSTALLAO ANCHOR TAPCON
PERIME_TER CAULK ERIORe23 �O�Q(`sill`GMsdj� � k
IX WOOD
BY OTHERS 7 1 BY OTHERS CK ® O� E FOG S
EXTERIOR FINISH 7 �: No 4975 Po
BY OTHERS114'MAX SHIM 1 1/2"MIN,EDGE DISTANCE-CONC. k.
_� ,•.2'MIN.EDGE DISTANCE-MASONRY
8 8 Off-
ISOLATION MATERIAL` . '' i
EXTERIOR FINISH BY OTHERS 1 1/2"MIN. 6 5 1X WOOD BUCKBETWEEN WOOD BUCK& EMBEDMENT PERIMETER CAULK BY OTHERS BBY OTHERSCONCRETE/MASONRY CONCRETE BY OTHERSISOLATION MATERLAL BETWEEN WOOD
BY OTHERS (SEE NOTE 4,SHT.1)"[TW ADV THRFM TAPCON ® BUCK&CONCRETE/MASONRY BY OTHERS PFODUcr REVISM
11/2"MIN.EDGE DISTANCE INSTALLATION ANCHORvo®UCSRgTiStia -sc-plyi�withtb.Flom.
ANCHOR —MAX.O.A.FRAME WIDTH isow'74ytazeviaLt6,r pqp
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® VERTICAL SECTION R,aas 3 c H HORIZONTAL SECTION i,a;�"; 8'0`Ir�°3 gkmPARTING STOP INSTALLATION PARTING STOP INSTALLATIONCONCRETSSUBSTRATE CONCRETH/MASONRYSUBSTRATE
MAIN FRAME Q FRAME COVER a POCKET INSERT GLASS STOP
0,070"TYPICAL WALL THICKNESS 0.074"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS
4A77 mas.
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PARTING STOP SYM 0 PART# DESCRIPTION MATERIAL MANUFACTURER
WHITE RIGID PVC EFS on:A MAIN FRAME EFS:ENERGI on:
WHITE RIGID PVC EFS FENESTRATION ZO
A, 2 V-1 070 FRAME COVER go
ts G
0.750- 3 —N-1079 POCKET INSERT WHITE RIGID PVC **EFS SOLUTIONS USA,
—4 IV-1103 GLASS STOP WHITE RIGID PV -'--EFS INC,,PER CURRENT c6m<'L
6 IV-1070 SIKA FLEX 552 SILICONE BACK BEDDING SILICONE SIKA MD NOA. a� .maw:
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6 7/8"O.A.INSULATING GLASS CONSISTING OF: A GLASS
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-T 0 118 ANNEALED GLASS,0�090'TROSIFOL INTERLAYER W 9 �
BY KURARAY AMERICA,INC.,1/8,ANNEALED GLASS
WOOD
7 1 1121 X 314"PARTING STOP
8 —96- 1 5/81,WOOD SCREW(INSTALLATION ANCHOR) STEEL is
A 9
STAINLESS STL- CARDINAL
�EN??�9.8 SS SPACER
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