HomeMy WebLinkAboutProduct Approval t
MM®D�►DE MIAMI-DADE COUNTY
• PRODUCT 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
NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy
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 "5000"White PVC Single Hung Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0062, titled"Impact Series 5000 Single Hung Window-
L.M.I", sheets 1 through 5 of 5, dated 11/26/08, with revision J 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. 18-0122.13 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. 18-0911.05
MIAMI•DADE COUNTY Expiration Date: July 22,2020
Approval Date: October 11,2018
Page 1
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1
Regency Plus,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I 1
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1210.13)
2. Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window - LMI"
sheets 1 through 5 of 5, dated 11/26/08, with revision J 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. 18-0122.13)
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 (b)and TAS 202-94
along with marked-up drawings and installation diagram of a white PVC single hung
window,prepared by National Certified Testing Laboratories,Test Report No.
NTCL-110-11537-1, dated 08/18/08,revised on 09/03/08, signed and sealed by Harold
E. Rupp, P.E.
(Submitted under NOA No. 08-1210.13)
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C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51b
Edition (2014), dated 09/01/15, prepared by PTC Product Design Group, LLC, signed
and sealed by Robert J.Amoruso,P.E.
(Submitted under NOA No. I5-0618.04)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
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E.i 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
j Doors, approved on 08/10/17, expiring on 02/28/18.
i
Manuel Per
Product Control FAaminir
NOA No.18 .05
Expiration Date: July 22,2020
Approval Date: October 11,2018
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6tb 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. 18-0122.13)
2. Laboratory addendum letters in the Test Report No. NTCL-110-11537-1, issued by
National Certified Testing Laboratories, dated 03/31/09 and on 05/01/09,both signed
and sealed by Harold E. Rupp,P.E.
(Submitted under NOA No. 08-1210.13)
3. Laboratory compliance letter in the Test Report No. NTCL-110-11537-1, issued by
National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold
E. Rupp,P.E.
(Submitted under NOA No. 08-1210.13)
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G. OTHERS
1. Notice of Acceptance No. 15-0618.04, issued to Regency Plus, Inc. for their Series
"5000" White PVC Single Hung Window — L.M.I., approved on 10/01/15 and
expiring on 07/22/19.
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'i
Manuel r z,P.E.
Product Contr I Exa finer
NOA N 18- 11.05
Expiration Date: Ju 22,2020
Approval Date: October 11,2018
E-2
Regency Plus,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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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.
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F. STATEMENTS
i 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.
I Bupp, Laboratory Manager.
I
j G., OTHERS
L Notice of Acceptance No. 18-0122.13, issued to Regency Plus, Inc. for their Series
"5000"White PVC Single Hung Window—L.M.I., approved on 03/08/18 and
expiring on 07/22/19.
2. This is a one year approval, subjected to successful verification test.
Manuel erez, .E.
Product Contr lExaTiner
NOA No. 11.05
Expiration Date: July 22,2020
Approval Date: October 11,2018
E-3
Q E
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- - -- -REGENCY PLUS,-INC.
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IMPACT SERIES 5000 SINGLE HUNG HTVDOW-LMI W m
INSTALL MONANCHORAGE DETAILS a o
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=NOTES:ES: INSTALLATION NOTES: B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
CT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
WITH THE CURRENT EDITION OF THE FLORIDA 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING.ODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION ANCHOR LOCATION SHOWN,ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO i-+ O
REIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS NOT INSTALL INSTALLATION ANCHORS INTO MORTARMIAMI-DADE NOTICE OF ACCEPTANCE(NOA). THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR JOINTS.EDGE DISTANCE IS MEASURED FROM FREECT DETAILS CONTAINED HEREIN ARE BASED PRODUCT INSTALLATION. EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE O w a o
UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. SHELL OF BLOCK. } Z O
8 NCTL-110-11537-1 DATED 09/3108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR Q 3:Z
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). THRU MAIN FRAME WITH LOAD BEARING SHIM(S). 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN I) m C0 p
ACCORDANCE WITH NIGH VELOCITY HURRICANE ZONE MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM ACCORDANCE WITH ANCHOR MANUFACTURER'S Z 17 j F O w
TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ® 8.NOT USED. WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL N=Q 2 g 'y Z
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a w
3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 9.GLASS MEETS THE REQUIREMENTS OF ASTM PLASTIC OR BETTER THAN THE MINIMUM STRENGTH SPECIFIED BY THE I j ED N
TO THE STANDARDS LISTED IN THE CURRENT EDITION OF E1300-04el. ANCHOR MANUFACTURER. V y W Z
THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD WITH SAID STANDARDS INCLUDING HIGH VELOCITY 10.DESIGNATIONS"X•AND•O•STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-121NCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS a O0 L)c o u l,,,
HURRICANE ZONE(HVHZ)REQUIREMENTS. FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE W— =1(:,
X:OPERABLE PANEL INCH. FOLLOWING PROPERTIES: o ¢ E�21
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 0:FIXED PANEL
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! A WOOD PROTECTION.WOOD-PRESSURE TREATED w W z F gg�]
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND Il.A 1l31NCREASE IN ALLOWABLE STRESS FOR WIND LOADS® MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, �(PT)SOUTHERN YELLOW PINE.MINIMUM SPECIFIC 1-0 1A gm
TRANSFERRING APPLIED PRODUCT LOADS TO THE WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1/4 INCH MW ADVANCED THREADFORM TAPCONS OF GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURRENT < a 9 m o
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: ®EDITION FBC/FRC AS RELATED TO WOOD PROTECTION. LL i
OR ARCHITECT OF RECORD. ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE �_
WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 1 1/2INCH MINIMUM EMBEDMENT S.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF �m�u_ „
S.IX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12. 142 INCH MINIMUM EDGE DISTANCE 2500 psi AND CONFORMS TO ACI 301.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE DESIGN STANDARD ARE USED. 5.2. MASONRY SUBSTRATE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C90, n
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 52.1. 1 INCH MINIMUM EMBEDMENT MEDIUM WEIGHT WITH DENSITY>117 PCF.
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12 WHERE WIND-BOURNE DEBRIS PROTECTION 522. 21NCH MINIMUM EDGE DISTANCE Robert J.Amoemo.P.E.
RECORD. REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT Radds P.E.No.49752
PROTECTIVE SYSTEM IS NOT REQUIRED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 1/2•WOOD
6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SCREWS.318•INCH MIN.EDGE DISTANCE REQ'D. ttltiffffff
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS p•`% MES
FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE eee Q'�•.••••••�R41,ee j
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS WALL FINISHES,INCLUDING BUT NOT LIMITED TO e�0�(,�.��G E A1S .,.9G
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY STUCCO,FOAM,BRICK VENEER AND SIDING. No 49752 •-ip
ELECT ONE OF THE FOLLOWING OPTIONS:
A OUTSIDE HVHZ:REQUIRE THAT A LICENSED *: 11 L✓^1 W(kv =
ENGINEER OR ARCHITECT PREPARE AND SUBMIT I/"
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Ot� STMTE OF •:�
RCOUCT RENCH.FI
DOCUMENT. ^usidi^.y71Co l e ilh Ill.F'Wt10k �i�C�•'.�O�•A 1 Q
B.LISP CIIFIC APPRONSIDE HVHZ:REQUIRE THAT A ONE-TIME SITEVAL BE APPLIED FOR AND OBTAINED "kmpte::.c No S" (1��(?20 e4/ss�
® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. TABLE OF CONTENTS Ea�r:,LF.:c Oaf: GU gyp'• ��
P' / of//tttltltt� i
SHEET REV. SHEETDESCRIPTION
1 E GENERAL NOTES,INSTALLATION NOTES 8 D.P.CHART PRODUCTREVISED t
2 E ELEVATION AND ANCHOR LAYOUT m C-nplyo'B with The Flees
3 E VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING B ildi gt�a 1Jo�g'�!�•�
4 E HORIZONTAL SECTIONS,GLAZING DETAIL S BILL OF MATERIALS t55 0 LARGE MISSILE E aN
5 E COMPONENTS 8 CORNER DETAIL IMPACT By
—" de P,od.1 i
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4 x
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W
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W r
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52"MAX. a W
ao
WIDTH ow
61/2"MAX.(TYP.)
46 3/4"MAX. FROM PARTING 13 1/2"MAX.
75" D.L.O. STOP CORNERS O.C.(TY
MAX
HEIGHT @HEAD&SILL 5 3/4"MAX.FROM FRAME
CORNERS(TYP.)
B D =�� O
3 3 6"MAX.FROM FRAME
CORNERS( INSTALLATION of 3
—— —— —— ANCHOR(TYP.) } z o 3 `�
a 3r
m�g
141/4"MAX. �� I y=¢__ m Z
.
33 3/4" E E O.C.(TYP.) O I 3"O.C.TYP.FOR
MAX. WOOD SCREWS ° w go '
D.L.O. 4 C 4 I I cYi of yZ "
3 STEEL REINFORCEMENT I / I 4"O.C.TYP.FOR w < a
REWS. s,p U o z o"E
®FIXED W/(2)EVENLY Tf o ��
CONCRETE SC
s
SPACED METAL SCREWS
cold toga
32 3/4" PARTING STOP I I ¢ e
45 3/4"MAX.
MAX. ANCHOR(TYP.)
D.L.O. D.L.O. STEEL A X a F w
REINFORCEMENT 13 1/2"MAX. ko'pLL
O.C.(TYP.)
Robert J.Amoroso,P.E.
—— —— —— Florida P.E.No.49752
f 1 1/4"X 1/4"WEEP HOME 41/2"MAX.FROM �������jpMES ��rs
9 �I r`2 5/8"FROM END(TYP.)® 13'1/2"MAX. PARTING STOP •�O�C?_.......4Oq-,
O.C.(TYP.) CORNERS(TYP.) Qo� No as7s� 'G`P
*• STATE`F1�•
Off.
ELEVATION A ANCHOR LAYOUT
EXTERIOR VIEW EXTERIOR VIEW ��its li t%�`��
U0c11r e¢newe,�
e0mp1>saa w:tn Tor"F("rYa Roovcr REVTSEn
Reidiot;Cork s cemplyi"8 with Ibe Fiend.'.
nxcpt. ray!8.Ogll.o5 uiidwg Cdi4Tol
t?IfU1T0iih a:oc 2020 12z
ey
11:] i i^«+C F[QL•LY.4C1r [D•Irl ProdtScf
I
WOOD BUCK PROTECTION BY OTHERS 1/4" ITW TAPCON A
(SEE INST. NOTE 11A) ® 17 INSTALLATION ANCHOR 16 #12 WOOD SCREW A
ONE BY WOOD BUCK BY - -- -' —' 1 1/2" MIN.® - 7/8" MIN:- O_ IN_STA_L_L_A
(SEE
ANCHOR V a
OTHERS SEE NOTE 5, EDGE DISTANCE ONE BY WOOD
A SHT. 1) BY OTHERS EDGE DISTA TWO BY WOOD
(SEE NOTE 5, SHT. 1) BY OTHERS ^
CONCRETE BY OTHERS v v v v 1 1/2" MIN. SEE NOTE 4, SHT. 1 W v
(SEE NOTE 4, SHT. 1) v ' vo v. ® SHEATHING ( )
ti. EMBEDMENT
BY OTHERS ;'t? —� w 0
EXTERIOR FINISH o c -�''"' 1 1/2" MIN. o ~
EXTERIOR FINISH EMBEDMENT 4 a ¢d
BY OTHERS '3 v v <0
'•';a`:�;;:Iea• 8 X 1 1 2' BY OTHERS '':,;.i;;�;r.` 0 w
WOOD 8 X 1SCREW 78 '" 18 WOOD SCREW #8 X 1 1/2" 18 #8 X 1 1/2" 0
WOOD SCREW 18 WOOD STREW
PERIMETER CAULK O
BY OTHERS
�� Da \ 1/4" MAX. O 1/4" MAX.
14 SHIM SPACE PERIMETER CAULK SHiM SPACE o m
14 BY OTHERS Q� �nI S z 0
14
1 a
w
i
EXTERIOR 15 \\ D INTERIOR 1 D WINDOW z
4 HEIGHT a 3
19 EXTERIOR 15
INTERIOR tj n Z010
Z
9 q Z V' ~�ZO j rri
8 g 0aatuv
SEE GLAZING DETAIL 8 Y z 3
B VERTICC011CA SECTION (ON SHEET 4) ul o U SE
�;$
WINDOW o Lu
HEIGHT 15 VERTICAL SECTION
D N
3 t9 wwusuhsrxAre
12 ®23 6 f � ad1"1LL
USi�m
20 6 0
19 ®23 E 10
5
EXTERIOR 10 INTERIOR 2 8 10 12 Robert J.Arr—o,P E
Flodee P.E No.49752
1 15 ` �� Epiy
#8 X 1 1/2" 18 14 13 ,F.,•�O EA',g••r's�s
WOOD SCREW
PERIMETER CAULK 14 7 �' No 49752•':Gsrj
BY OTHERS 0 1B #8 X 1 1/2" o
EXTERIOR FINISH WOOD SCREW EXTERIOR 0 19 INTERIOR
BY OTHERS 111111 STATE OF
CONCRETE BY OTHERS {:6>�rt:.• � 10
(SEE NOTE 4, SHT. 1) :.`'' " o s',��o,11JAi+
A c e 1 1/2" MIN.® 3
ONE BY WOOD,-' c ' . �,.a a a a EMBEDMENT
BUCK BY OTHERS `'' e ao 15 1Y0llUL'{t35�7E(9 its RODUCf'REVISED
SEE NOTE 5, SHT. 1 ''' a rs eampr,{regwQb the$b+IRa sa jgyirtg with tbeFWIC12 ,
1/4" RYV TAPCON 17 1 1 2 ,ra :see P!c�B"0917 OS Haas��
WOOD BUCK PROTECTION / " MIN. ® VERTICAL SECTION •s„r."^�"t �2o2a 9
BY OTHERS (SEE INST. AINSTALLATION ANCHOR EDGE DISTANCE C SASHATIm�nAn -
A NOTE 11A) A VERTICAL SECTION r;r.{iM-cat Mom, P
UXNGIEMSUBFI AIE i
I
f
v
INTERIOR`` SHIM"
PACE 18 # IN RI/2" 1/4" MAX. 8 X 1 1/2"
WOOD SCREW - - SHIM SPACE - _ 18 WOOD SCREW
SHIM AS SHIM AS ` -
19 15 7 3 10 1 REQUIRED 19 15 7 3 10 1 REQUIRED
1 1/2" MIN. EMBEDMENT — CONCRETE 1 1/2" MIN.
14 1" MIN. EMBEDMENT — MASONRY® 14 EMBEDMENT w0
m
W Q� F
1 1/2" MIN. EDGE DISTANCE — CONCRETE 7/8" MIN, a w
d Q. 2" MIN. EDGE DISTANCE — MASONRY® EDGE DISTANCE
a C 1/4" TTW TAPCON 16 #12 WOOD SCREW
Q a ,Q 17 INSTALLATION ANCHOR INSTALLATION ANCHOR J
12 Q 12 Q g�'a �••V CONCRETE OR MASONRY TWO BY WOOD
0 V. BY OTHERS O FRAME BY OTHERS �� o
OA. (SEE NOTE 4, SHT- 1) O (SEE NOTE 4, SHT. 1) J4� oR
V ISOLATION MATERIAL °`"`t':� ONE BY WOOD o o
-_. .Q BETWEEN WOOD BUCK BY OTHERS > m
I BUCK & MASONRY (SEE NOTE 5, SHT. 1) ¢ 3�
19 8 15 10 9i.y � ;.:_ 19 8 15 10 9 ci "'C7J
• :,�:;:: ,.1:'.i OPENING BY OTHERS
PERIMETER CAULK ONE BY WOOD PERIMETER CAULK SHEATHING BY OTHERS m yxaxw m z
BY OTHERS BUCK BY OTHERS BY OTHERS _a a Lu
14 18 #8 X 1 1/2" a�J-tO
EXTERIOR FINISH (SEE NOTE 5, SHT. 1) WOOD SCREW v y w K—
WINDOW WIDTH 14 18 #8 X 1 1/2" CO ie
BY OTHERS WINDOW WIDTH "o 6 oix 0 J E
EXTERIOR FINISH w ",vi a
EXTERIOR WOOD SCREW EXTERIOR BY OTHERS 0:oa mz t in
WO
E HORIZONTAL SECTION
CONCRETE/AUSONRY8I1B571tA1E N U)w
EFS:ENERGIFENESTRATION F HORIZONTAL SECTION SOLUTIONS USA, wooDsuesrRaTa
'ASTM A-A1008A I A109 BILL OF MATERIALS CURRENT MD OA C.,PER a $
ITEM# DESCRIPTION MATERIAL MANUFACTURER S f<
1 MAIN FRAME WHITE RIGID PVC '"EFS Lh N
0 m"
2 FIXED MEETING RAIL WHITE RIGID PVC "'EFS ❑ \ x o
\ 9
3 SASH$MEETING RAIL WHITE RIGID PVC •"EFS 1 / Robert J.Amaaeo,P.E.
4 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS / Flo Ee P.E.No.49752
5 SLOPED SILL COVER WHITE RIGID PVC '•EFS 15
6 GLAZING STOP WITH HANDLE WHITE RIGID PVC EFS
7 GLAZING STOP(OPERABLE SASH WHITE RIGID PVC "EFS ( �`��kQ ,6NM ESI q�p°°-�
8 GLAZING STOP(FIXED FRAME) WHITE RIGID PVC "EFS A11CT gp O:• I
9 POCKET INSERT WHITE RIGID PVC "EFS / m¢bmplglag WIIL d.plod& e:� No 497 2 :O
1/2" GLASS BITE p o
10 0270"HIGH CENTER FIN WEATHERSTRIP VINYL — /
Awsr;iLa l8• I. t� pr J' i
11 INTERLOCK COVER WHITE RIGID PVC "EFS D
12 REINFORCEMENT(SASH)15 GA. STEEL ALLOY 100811-010—'A REGENCY PLUS INC. / "p; STATE OF ,4/
13 REINFORCEMENT(FIXED MEETING RAIL)15 GA. STEEL ALLOY 1008/1010" REGENCY PLUS,INC. EXTERIOR \\ INTERIOR R14 o?a�?��
PARTING STOP WOOD PT SYP G=0.55 MIN.
15 SIKA FLEX 5o SILICONE SILLIICONE SYP S KA MIN.
—
16 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL — 7/8" O.A. INSULATED GLASS UNIT CONSISTING OF:
17 114"ITW ADVANCED THREADFORM TAPCON STEEL TTW 22 19 EXTERIOR LAMINATED GLASS — (2) 1/8" ANNEALED
18 #8 X 1 11T WOOD SCREW STEEL — ® GLASS W/ 0.090" KURARAY AMERICA INC. TROSIFOL 0 PRODUCrREVOW
mpI19 7/8"O.A.INSULATED GLASS(SEE GLAZING DETAIL,SHT 4) INTERLAYER, 0.39"AIRPSACE W DESICCANT MATRIX 1uj1dm s IJjog d wiW the Florid".
20 BULB VINYL WEATHERSTRIP VINYL STEEL SPACER, INTERIOR 1/8" TEMPERED GLASS oo N I2213
mMnn«No
21 HURRICANE TILT LATCH 1057 EMSEE NOTE BELOW),STEEL-ZINCCOATED VISION IND.
22 ENDUR 9.8 SS SPACER STAINLESS STEEL C GLAZING DETAIL x
23 GLAZING PAD SETTING BLOCK-2NMK-125-028-026 NEOPRENE FRAN L WE Rcd eprtrsxiC
NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME NOT SHOWN,IN DRAWING. '
i
i
Qi MAINFRAME O2 FIXED MEETING RAIL Q SASH&MEETING RAIL ® z1 TILT LATCH
WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 0.697" STEEL-ZINC COATED m
0.070"THK.® - ---- - -- - 0.066°THK.® -- 0.070"THK.® - 0.176'
4 3/16" 0.323" S
0.345' 4 =
n 0.205•
n lu` 1 W
u u 1" 6.O.Jr � o.s77•
2 1 1 s" ❑ 0.709" � �
2 3/4" 1 1/4" 0.371 a --
�_ 1 1/2" 1.906" 2.260" Qo w =
Q❑ 1 3/8" 5.622'
O0= I----2 3/16"� 0.669" ❑
O1.067" p
�--- 0.709
3 1/4" 0.803'---� o
1.012" ° _
5 SLOPED SELL COVER 6 GLAZING STOP I 7 GLAZING STOP 0
Qa PANEL STOP/ O O
FRAME COVER WHITE RIGID PVC LIFT HANDLE OPERABLE SASH 0.157"
0.075"THK WHITE RIGID P C 0.544" o
WHITE RIGID PVC WHITE RIGID PVC o d g
3 1/2" 0.055°THK. 0.055"THK.®
0.070"THK® < w
5/16, 9/16" =m p o
n 5/16 -� �TA�w
1" U 15/16" =adwozm z
2 1/8" U J_ WELDED MITERED -i<
6.
CORNER CONSTRUCTIONL==F > w Zad "
a -4 1/8" 5/16" U y w rn r2
< �
1 u0000o-W oeE"
a GLAZING STOP O POCKET INSERT „ INTERLOCK COVER N J LL _
FIXED LITE w o
WHITE RIGID PVC 9 S
WHITE RIGID PVC 0.070"THK® WHITE RIGID PVC 1 v 10 ��
0.070°THK.® 0.075'THK.® ¢ �'d
� VIR
13/16" a
D 13/16" a Vic.
Robert J.Arno-a.P.E.
9/16" 1 1/6" �I--1 Florida P.E.No.49752
\ `���•`��°jNMES q�°i°11
4 0�e:•�\GE1VS��'9G•w
No 4975 =O�
12 REINFORCEMENT 13 REINFORCEMENT 1a PARTING STOP
STEEL STEEL WOOD SHIM STATE OF .w
0.050"THICK 0.050"THICK
Fy=30-50KSI Fy=30-50KSI NOTE: CORNER DETAILQA 1XPTWOODBUCK
Fu=37.5-68.7 KPSI Fu=37.5-68.7 KPSI PARTING STOP EXTERIOR PERIMETER BY OTHERS
TO BE SEALED TO 1X PT WOOD BUCK
157--[]/� 1 1/2- WITH SIKA 551 SILICONE ]]t
3/4" II II uaaucsaeraewem
u ,e complying with ft Fkmik m ve o .4 w.BI)
R,Idlag Code a'�� W1N�FYI
�- 7 16" 3/4"-I----� 5/B" hecepteatenol8-Oa111.o5 n� � l$.Ot Z.13 p
/ Enpirnlirw Dula U �/�,(� Ig
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