HomeMy WebLinkAboutProduct Approval (2) T
#
MM IADA►DE MMI—DADS COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION D SIONgt)!:� T(786)315-2590 F(786)315-2599
CCEPTANCE OA www.miamidade.gov/economy
egency lus,Inc. JUN QQ
2000 Locust Gap Highway
Mount Carmel,PA 17851 ST. Lucie County, Permitting
O
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 High Y&1wiV_HUaiggUg.Z0e.
SCRIPTION:Series 115000"White PVC Single Hung Window-L.
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
a Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-
Dade County Product Control Section.
SSILE IMPACT RATING: Large and Small Missile Impact Resista
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
r � 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 Nw 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 Coutvrr Expiration Date: July 22,2020
Approval Date: October 11,2018
7 LD1 Q211g Page 1
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. 08-1210.13)
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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
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. 15-0618.04)
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. 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.
Manuel Per ,-P.-4.
Product Control FAaminir
NOA No.1421-1/05
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 61h 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)
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.
Manuel r z,P.E.
Product Contr 1 Exaniiner
NOA N 18- 11.05
Expiration Date: Ju 22,2020
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. 18.0122.13,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 1 Exa ner
NOA No. 11.05
Expiration Date: July 22,2020
Approval Date: October 11,2018
E-3
� m
REGENCY PLUS, INC. a
o
JWACT SERIES 5000 SLVGLE SUNG ffTVDOW-LMI
• INSTAMTIONANCSORAGEDETAMS o
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oow
R
1
GENERAL NOTES i
INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING. m u
D BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION ANCHOR LOCATION SHOWN.
HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO C -+ O
STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ¢
MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE
Z THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED PRODUCT INSTALLATION. EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Z O
UPON SIGNED AND SEALED TEST REPORT# 72 K. Y GLAZING INTERLAYER KURARAY AMERICA,INC. SHELL OF BLOC
e NCTLA10-11537-1 DATED 09!3108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR a 3rZ
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 ti��e Z
ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM ACCORDANCE WITH ANCHOR MANUFACTURERS Z LD'jO
TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ® B.NOT USED. WHERE SPACE OF 1116 INCH OR GREATER OCCURS. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL c =a<x s y
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 3¢a
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 o.C9w L9
TO THE STANDARDS LISTED IN THE CURRENT EDITION OF E1300-0401. ANCHOR MANUFACTURER �'H Z Z_
THE FLORIDA BUILDING CODE(M)AND IS IN COMPLIANCE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD 2 o o
WITH SAID STANDARDS INCLUDING HIGH VELOCITY 10.DESIGNATIONS•X•AND•O•STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-12 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS Lu O U cZ H
HURRICANE ZONE(HVHZ)REQUIREMENTS. FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE w J F e J
X OPERABLE PANEL INCH. FOLLOWING PROPERTIES:
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE O:FIXED PANEL K W
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ QA.WOOD PROTECTION.WOOD-PRESSURE TREATED w 6
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS® MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, (PT)SOUTHERN YELLOW PINE MINIMUM SPECIFIC co10 =3
TRANSFERRING APPLIED PRODUCT LOADS TO THE WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1/4 INCH ITW ADVANCED THREAOFORM TAPCONS OF GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURRENT < v ml I
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: EDITION FBCIFRC AS RELATED TO WOOD PROTECTION. a 'd 1
ORARCHITECT OF RECORD. I&, HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATEm w i
WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS. 5.1.1. 1112 ®INCH MINIMUM EMBEDMENT B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF
5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12 1-12 INCH MINIMUM EDGE DISTANCE 250D 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 C9D, $
STRUCTURE.,BUCK DESIGN AND INSTALLATION IS THE 521. 1 INCH MINIMUM EMBEDMENT MEDIUM WEIGHT WITH DENSITY,117 PCF.
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12 WHERE WIND-BOURNE DEBRIS PROTECTION 522. 2INCH MINIMUM EDGE DISTANCE Robmt J.Amo .P.E.
RECORD. REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT Flarlda PE Na 45752
PROTECTIVE SYSTEM IS NOT REQUIRED. 6.FOR PARTING STOP INSTALLATION USE 08 X 1 12•WOOD '
6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SCREWS.3R•INCH MIN.EDGE DISTANCE REQ'D. ,epltllttteg7 ,
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS - �� INMES
FORA SPECIFIC SITE.IF SITE CONDITIONS CAUSE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE qh�O
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS WALL FINISHES,INCLUDING BUT NOT LIMITED TO ,00 Y, S�'•;9(��
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY STUCCO,FOAM,BRICK VENEER AND SIDING. C� 1d0 48752
ELECT ONE OF THE FOLLOWING OPTIONS:
A OUTSIDE HVHZ REQUIRE THAT A LICENSED *� 11L✓ 1,W(y�
ENGINEER OR ARCHITECT PREPARE AND SUBMIT V"
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ROOL'CT RENEVAC& 901STAT OF
OF
DOCUMENT. v nwpi)5sg Wilk tlm Fbt10h T•.A �:•,�y
B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE '?aiding Coil: I S )�•>) • O R 1.
FROM APPROVAL
AMIVAL E BE
APPLIED OUNTY F PRODUCT OBTAINED Amp Cs Irutkx�LO o I�20 �.Ai�9/0NR��0
® TABLE OF CONTENTS
By
SHEET REV. SHEET DESCRIPTION
iTotSr _a..c Pry-'cC'tk�
1 E GENERAL NOTES,INSTALLATION NOTES&D.P.CHART PRODUCT'REVLSFD
2 E ELEVATION AND ANCHOR LAYOUT 69 Oaolyug Nth the Flot'da
3 E VERTICAL SECTIONS DESIGN PRESSURE RATING(PSE) IMPACT RATING teoo�isu/SB-017!•/3
4 E HORIZONTAL SECTIONS,GLAZING DETAIL&BILL OF MATERIALS LARGE MISSILE
5 E COMPONENTS&CORNER DETAIL '0 IMPACT By
Mi da Prciocl
m a
. s
4
m
� wm
P463/4"MAX._,
MAX. a o w
IDTH 6112"MAX.(TYP.)
FROM PARTING13112"MAX.
75" .L.O. STOP CORNERS C.(TYP.)
MAX. @HEAD&SILL
HEIGHT 5 314"MAX FROM FRAME N
CORNERS(TYP.) o S
m 0
N J O
B D 6"MAX.FROM FRAME N
3 3 CORNERS(TYP.) INSTALLATION of
—— —— —— ANCHOR(TYP.) y .z o a
a �r
C1 m Z
PE�
141/4"MAX. I � I A o � P33 3/4" O.C. P. I B.aa=U�Le =E O (TYP-) O 3"O.C.TYP.FOR Ja.0 J 0¢i N h
MAX WOOD SCREWS. y Z.
"
D.L.O. 4 C 4 I I cc
4"O.C.TYP,FOR z�c=i¢g
3 STEEL REINFORCEMENT /
// CONCRETE SCREWS. 5 ) oz „
FIXED W/(2)EVENLY �-,!-
00 y tr e
SPACED METAL SCREWS ® o w¢
32 314" PARTING STOP
MAX /45 314"MAX. ANCHOR(TYP.) I I m
D.L.O. D.L.O. STEEL
X REINFORCEMENT 131/2"MAX �� i qfiT
O.C.(TYP.)
It Robert J.Amuoso,P.E.
Florida P.E.No.49752
_ 1 1/4"X 1/4"WEEP HOME 41/2"MAX.FROM ::����jpMESf�rrIN
A 25/8"FROM END(TYP.)® Ia 1/2"MAX. PARTING STOP `' ���GENs toq'.
3 O.C.(TYP.) CORNERS(TYP.) Qo;• F':G�,
No 4875
STATE,
F
ELEVATION ANCHOR LAYOUT ',,FS�`•°R °•"�`�
EXTERIOR VIEW
® EXTERIOR VIEW
movUCraertEa�
utampiyia„with the•lrlo s ROI rREVISED t
R"ilia£Cods s romplyvg with the Florid:
4ttert_;tee No 18.01?11.05 "ddieg Cede 124.•1a 1
&e 2620 _No
l
ur
i
t
WOOD BUCK PROTECTION BY OTHERS 1/4' ITW TAPCON A < '
(SEE INST. NOTE 11A) 17 INSTALLATION ANCHOR 18 #12 WOOD SCREW AA m
ONE BY WOOD BUCK BY 1 1/2" MIN.® 7/8" MIN. OINSTALLAl1ON ANCHOR
OTHERS (SEE NOTE 5, EDGE DISTANCE ONE BY WOOD EDGE DIST. g
® SHT. 1) BY OTHERS A -TWO BY WOOD
CONCRETE BY OTHERS v v (SEE NOTE 5, SHT. 1) BY OTHERS 4
(SEE NOTE 4, SHT. 1) ''' 1 1/2 MIN.® ( ) v
u. EMBEDMENT SEE NOTE 4, SHT. 1
--v. SHEATHING
r;F a v v a BY OTHERS •`r :.; W o
EXTERIOR FlNISH ` 5 o
EXTERIOR FINISH 11/2IN..ABY OTHERS ~
:,,�+ ,;:.• EMBEDMENT a ¢d
#8 X 1 1/2" +'s<•w,�«' 18 #8 X 1 1/2" BY OTHERS
19 '"1"'
WOOD SCREW '}3ee'' WOOD SCREW #8 X 1 1/2" 18 >4r 18 #8 X 1 1/2"
O
WOOD SCREW
PERIMETER CAULK WOOD S REW
BY OTHERS /i Q❑ �� 1/4" MAX. 1/4" MAX.
14 n SHIM SPACE PERIMETER CAULK SHIM SPACE m m
�L 14 BY OTHERS QE3 J�!e 8 0
1 14 14
EXTERIOR 15 1\ D INTERIOR 1 D WINDOW z
z
19 \ 4 EXTERIOR 15 INTERIOR HEIGHT < 3
N
9 4zOti?Z v of
8 19 9 a•w. Z
SEE GLAZING DETAIL
S VERTICAL SECTION (ON SHEET 4) a W�U o F 4 E
CUN RM SUBSTRATE 00 o a'
WJF wW SE
WINDOW o W> gK
HEIGHT 15 VERTICAL SECTION o eg
D N
19 w000 suescaATB W t Bg®4S
3 FE�2U 5
12 ®23 8
20 GmLL
19 ®23 n
EXTERIOR 10 INTERIOR 2 8 10 12 Robert J.A—a,P.E
FlorNa P.E.No.49752
#8 X 1 1/2" 1 15 `,�pau�enbp�i
WOOD SCR 19 14GElvF-.,PG�
PERIMETER CAULK 14
BY OTHERS
8 X 1 1 7 No 49752 i`ro
❑ 18 # /2"
Q WOOD SCREW 9
EXTERIOR FINISH EXTERIOR INTERIOR
° 19
BY OTHERS _ v�
CONCRETE BY OTHERS 4,FM1a. 10 a� �oR�QPG�`��'
(SEE NOTE 4. SHT. 1) �� :.'•' a e
1 1/2
® " MIN.® 3
ONE BY 9700 r' .a a -c o ' o EMBEDMENT
BUCK BY OTHERSo°uer RavlsPn
;;T a ea 158
SEE NOTE 5. SHT. 1 0 0 ` ' u eb�,1 ng aF1E th.FbAf x
( ) 2:r1:i!^g Lo>:e scaaiaYbB WiW ILeRxida
mlemg code
e<-
17 spt_reePoo18'0911 D �1g.Dl?1.j$
WOOD BUCK PROTECTION 1/4" ITW TAPCON 1 1/2" MIN. ® 202D
BY OTHERS (SEE INST. AINSTALLATION ANCHOR EDGE DISTANCE C SRT CAHATL SECTION �'`�' "°ar` + P� - q
® NOTE 11A) A VERTICAL SECTION SAS `-l;n;'Ateir ira Cog M,m; Pruddrt
CONQtS1E SUBSIRAIB
Q
INTERIOR 1/4„ MAX 8 X 1 1/2" INTERIOR 1/4" MAX. #8 X 1 1/2" m
SHIM SPACE 18 WOOD SCREW SHIM SPACE 18 WOOD SCREW
SHIM AS SHIM AS
a
19 15 7 310 1 REQUIRED 19 15 7 3 10 1 REQUIRED
1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN. q
14 1" MIN. EMBEDMENT - MASONRY® 14 EMBEDMENT w m
W o�
I� C V. 1 1/2" MIN. EDGE DISTANCE - CONCRETE 7/8" MIN. W�
d L!J
IT••a 2" MIN. EDGE DISTANCE - MASONRY® d EDGE DISTANCE a =W
1
a V 1/4" TTW TAPCON 16 #12 WOOD SCREW
17 INSTALLATION ANCHOR m
INSTALLATION ANCHOR
12 Q •.4 ••�'�CONCRETE OR MASONRY 12 Q TWO BY WOOD a e
D Q• BY OTHERS o FRAME BY OTHERS �� o
OA. (SEE NOTE 4• SHL 1) O (SEE NOTE 4, SHT. 1) �O
V SOLATION MATERIAL -�;.4+-;�:rti:?j: ONE BY WOOD > o� a
BETWEEN WOOD :r:+••--: BUCK BY OTHERS m
<
1s B 15 io 9 V BUCK & MASONRY (SEE NOTE 5, SHT. 1)
^'•': ' OPENING BY OTHERS is 8 15 io 9 u m p�
.:1.;.'.:i•.;:\`�\ 2p'ZQ O tri
SHEATHING BY OTHERS %
PERIMETER CAULK ONE B _<=W q zY WOOD PERIMETER CAULK a w❑
BY OTHERS BUCK BY OTHERS BY OTHERS14 1B #8 X 1 1/2" -t a 0-joz
EXTERIOR FINISH (SEE NOTE 5, SHT. 1) WOOD SCREW u w w g z
BY WINDOWWIDTH14 18 #8 X 1 1/2" WINDOW WIDTH LU o 9 c A s
WOOD SCREW
EXTERIOR FINISH w r W t/i .0.g
EXg@l4@ EXTERIOR BY OTHERS .o�wo oLL!z
E HORIZONTAL SECTION
CONOtElE/MASON1tY 9UB57RATfi „ HORIZONTAL SECTION a twnw I� p§
EFS:ENERGIFENESTRATION F
WOOD SUBSMATESOLUTIONS UJ aim'
'ASTM A-A1008A/A109 BILL OF MATERIALS ® CURRENT MD USA,
A C.,PER .7z $
nR�
ITEM# DESCRIPTION MATERIAL MANUFACTURER i rJ a m B E
1 MAIN FRAME WHITE RIGID PVC "EFS / ❑
2 FIXED MEETING RAIL WHITE RIGID PVC "EFS \ g m a 1
3 SASH&MEETING RAIL WHITE RIGID PVC "EFS 1 / Rphert J.Amo ua.P.F- 1
4 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS / Flod"P.E Na 4374 ,
5 SLOPED SILL COVER WHITE RIGID PVC "EFS 15 �eu�rnurrr
6 GLAZING STOP
HANDLE WHITE RIGID PVC -EFS SIM
7 GLAZING STOP O ERABLE SAS WHITE RIGID PVC "EFS ( S�,tyP `CEAs AyO A�i�
8 GLAZING STOP(FIXED FRAME) WHITE RIGID PVC "EFS ) ® �7 19p4�n6p O� SE-9GJ,
9 POCKET INSERT WHITE RIGID PVC ^EFS f aes@xplgRng.uka.FIa1R No 4975 :o
10 0.270'HIGH CENTER FIN WEATHERSTRIP VINYL — \\ 1/2" GLASS BITE, _
Atcr,�°'ce Na IS• 1. 5 p,�,�;#
11 INTERLOCK COVER WHITE RIGID PVC "EFS Ccph sItoo ease �DRD
12 REINFORCEMENT(SASH)15 GA. STEEL ALLOY 1008/1010' REGENCY PLUS INC. / N
STATE OF .�U
13 REINFORCEMENT(FIXED MEETING RAIL)15 GA. STEEL ALLOY 1008/1010` REGENCY PLUS,INC. EXTERIOR / 111�IEHLQ@ 8`tt, tacl ticCOR1 p-'*14 PARTING STOP WOOD PT SYP G=0.55 MIN. i SD.AL.15 SIKA FLEX 552 SILICONE SILICONE SIKA — 8 Pjestrtnna"%��
16 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL — 7/8" O.A. INSULATED GLASS UNIT CONSISTING OR
17 1/4'ITW ADVANCED THREADFORM TAPCON STEEL ITW
— ® 22 19 EXTERIOR LAMINATED GLASS ( 1/8'ANNEALED
18 #8 X 1 1/21 WOOD SCREW
STEEL A GLASS W/ 0.090" KURARAY AMERICA INC. TROSIFOL Q C7rREV2M
19 718'OA INSULATED GLASS(SEE GLAZING DETAIL,SHT 4) GLASS INTERLAYER, 0.39'AIRPSACE W/ DESICCANT MATRIX °S'•"t"PI)i g.ilh the Florid.
20 BULB VINYL WEATHERSTRIP VINYL — STEEL SPACER, INTERIOR 1/8'TEMPERED GLASS Mildi gC°de' ,Di2213
aop;mxw r
21 HURRICANE TILT LATCH 1057E SEENOTE BELO STEEL-ZINC COATED r
22 ENDUR 9.8 SS SPACER I STAINLESS STEEL CARDINAL GLAZING DETAIL r
923 GLAZING PAD SETTING BLOCK-2NB-6K-125.028-026 NEOPRENE FRANK LOWE i�A p+ lc
NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME NOT SHOWN IN DRAWING.
1O MAIN FRAME Qz FIXED MEETING RAIL O3 SASH&MEETING RAIL ® 21 TILT LATCH
WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC0.69T STEEL-ZINC COATED T�.,m 0.070'THK.® 0.D66'THK.® 0.070"THK A 0.176' 0.323'4 3/16" n0.205'lul1 5/8"2 1/16" ❑ 1` 0.37T 0.709'
2 3/4" (� ❑ 1 '�4" 0.166' v
Il I� 0.377 a
a4, _ �� �_ 1 1/2 1.906• 2.260' 0 W1 3/8 5.622�2 3/16-� 0.669" ❑ I -'
O 0.803' 1.D6T 0
1.o1r � 0.709•
5 SLOPED SILL COVER 6 GLAZING STOP/ GLAZING STOP
(� PANEL STOP/ O O7
FRAME COVER ' WHITE RIGID PVC LINT HANDLE OPERABLE SASH _ 0.157 3
0.075'THKA WHITE RIGID P�C WHITE RIGID PVC 0' 00
a 3
WHITE RIGID PVC 3 1/2" 0.055'THK 0.055 THK.® < z w "
0.070•THK.® 3 o
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8 GLAZING STOP O POCKET INSERT 11
INTERLOCK COVER N w o
FIXED LITEWHITE RIGID PVC 1 04D
WHITE RIGID PVC 0.070"THK.® WHITE RIGID PVC
0.070•THK.® 0.075'THK,& ¢ 33$
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13/16" RvP.) Robert J.weonao,P.E.
9/16" Rodde P.E.No.49752
1 1/8" ��•-1 3/4" � B
No 4975 :o
U�A' *
1z REINFORCEMENT 13 REINFORCEMENT 1a PARTING STOP
STEEL STEEL WOOD SHIM : STATE OF
0.050'THICK 0.050•THICK � •'�0g1Op'�`�
F 30-50 KSI Fy=30-50 KSI NOTE CORNER DETAIL A 1XPTWOODBUCK �iSS •""' •C��O++
Fu=37.5-68.7 KPSI Fu=37.5-68.7 KPSI PARTING STOP EXTERIOR PERIMETER BY OTHERS
1 1/2" TO BE SEALED TO 1X PT WOOD BUCK
�— WITH SIKA 551 SILICONE
3/4"
15/16" ❑
�� 'ICooUCI•arlvewga PRODUCfR6V1SBp
J N complying w[lh tLs F{a41m C..AyiN with9@ Rod& i
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