HomeMy WebLinkAboutNotice of Acceptance (2) t
MIAMI-DADS MIAMI--DADS COUNTY
aml PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION )315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) r�GUIVED Jwww.m11amidadL.gov/econom1
Regency Plus,Inc. MAY 15 2020
2000 Locust Gap Highway
Mount 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
C de ' cud' the a oci u 'c e o e
DESCRIPTION: Series "5000"White PVC Single Hung Window-L.M.I.
PROVAL DOCUMENT: Drawing No. RPLS0062, titled"Impact Series 5000 Single Hung Window-
L.MT', 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 Oficial.
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
MAMI•DADE COUNTY Expiration Date: July 22,2020
Approval Date: October 11,2018
flo02110 Page 1
Reaency 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. -18-0-122.13)
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 51h
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. ahAULGUM
Manuel Per
Product Control aurin r
NOA No.1 .05
Expiration Date: July 22,2020
Approval Date: October 11,2018
E-1
i
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 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 NDA 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.
Manuelr ,P.E.
Product Contr 1 Exa finer
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 Coutr i ExaUAner
NOA No. 11.05
Expiration Date: July 22,2020
Approval Date: October 11,2018
E-3
a �
REGENCY PLUS, INC. A a
IMPACT SERIES 5000 SINGLE HUNG HTVDOW— LMIujK
4
INSTALLATIONANCHORAGEDETAILS o o
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GENERAL NOTES:
INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE i
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. 8
D BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL•ENERGI FENESTRATION ANCHOR LOCATION SHOWN. $ m a
HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,WC.,WHITE RIGID PVC EXTERIOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO 7 S O
STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS NOT INSTALL INSTALLATION ANCHORS INTO MORTAR t>:
MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE O W� I
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED PRODUCT INSTALLATION. EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE p I..i;
UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. SHELL OF BLOCK. } go
8 NCTLA 10.11537-1 DATED 09/3108 AND ASSOCIATED � TROSIFOL INTERLAYER PER CURRENT MIAMI DADE 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 3 C9 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 U Z w
ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM ACCORDANCE WITH ANCHOR MANUFACTURERS ?C7
'o
01 to
TESTING PROTOCOLS TAS-2D1,TAS-202 AND TAS-203. ® 8.NOT USED. WHERE SPACE OF 1116 INCH OR GREATER OCCURS. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL N y Q y g N 2
SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a¢a Q
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,c7 w C7'n �$
TO THE STANDARDS LISTED IN THE CURRENT EDITION OF E1300-04e1. ANCHOR MANUFACTURER V y y Z
D THE FLORIDA BUILDING CODE(FEC)AND IS IN COMPLIANCE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD Z y Q p
_ WITH SAID STANDARDS INCLUDING HIGH VELOCITY 10.DESIGNATIONS'r AND'O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-112 INCH 11.INSTALLATION ANCHOR CAPACNTE3 FOR PRODUCTS 5 VO U$z qq e
HURRICANE ZONE(HVHZ)REQUIREMENTS. FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7B HEREIN'ARE BASED ON SUBSTRATE MATERIALS WITH THE w F- G 7 6
X:OPERABLE PANEL INCH. FOLLOWING PROPERTIES: g !L1
4Q o
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE O:FIXED PANEL N w w x=
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE .FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I QA.WOOD PROTECTION.WOOD-PRESSURE TREATED uj W
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 1L.A 1B INCREASE IN ALLOWABLE STRESS FOR WIND LOADS® MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, (PT)SOUTHERN YELLOW PINE.MINIMUM SPECIFIC 1—O c $
TRANSFERRING APPLIED PRODUCT LOADS TO THE WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURRENTQU d
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: EDITION FBC/FTiC AS RELATED TO WORD PROTECTION. p•
OR ARCHITECT OF RECORD. m HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE
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 5.1.2. 1-1@ INCH MINIMUM EDGE DISTANCE 2500 psi AND CONFORMS TO ACI 301.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE B C.MASONRY•STRENGTH CONFORMS TO ASTM C90, S I
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 5.22. 21NCH MINIMUM EDGE DISTANCE Robert J.Am=..P.E.
RECORD. REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT Ronde P.E.No,49752
PROTECTIVE SYSTEM IS NOT REQUIRED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 11V WOOD
6,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SCREWS.3B•INCH MIN.EDGE DISTANCE REQ'D.GENERIC AND MAY NOT REFLECTACTUAL �Il1®1111lId� I
FORAA SPECIFIC SITE.F 617E CONDITIONS CAUSE
7 .MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �P'� ..... 0�•�
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS WALL FINISHES,INCLUDING BUT NOT LIMITED TO Oo��,�.��C E FJSF•.�GJ, ,
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY STUCCO,FOAM,BRICK VENEER AND SIDING. C� NO 49752
ELECT ONE OF THE FOLLOWING OPTIONS:
A.OUTSIDE HVHZ REQUIRE THAT A LICENSED
ENGINEER OR ARCHITECT PREPARE AND SUBMIT R60UCT RENrw Yj 9•• STAT OF
cv eamgi)•ir.2 wit!•the Plc417� T.•R p,d
SITE SPECIFIC DOCUMENTS FOR USEWIIHTHI3 �'. ova i
DOCUMENT. geluL;;.+:Ccdx . •.O R 10•'�j�o
B.INSIDE HVHZ:REQUIRE THAT A ONE-TIME SITE
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED Gap1e:.Ff,x�[1:: 1
FROM THE MIAMI-RADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS
SHEET REV. SHEETDESCRIPTION T€?"Icmt)a..
1 E GENERAL NOTES,INSTALLATION NOTES&D.P.CHART PRODUCT REVISED
2 E ELEVATION AND ANCHOR LAYOUT asoemplyftl viOthe Roti&
DESIGN PRESSURE RATING(PSF) IMPA�MISSILE
G Buildm®0a�
3 E VERTICAL SECTIONS Ac PI._
4 E HORIZONTAL SECTIONS,GLAZING DETAIL&BILL OF MATERIALS LAR5 E COMPONENTS&CORNER DETAIL Y '0 Igy ))f
Miami ada product 8
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52"MAX. a
o QQ
WIDTH 6112"MAX.(TYP.)
46 314"MAX. FROM PARTING 13 1/2"MAX.
75" D.L.O. STOP CORNERS O.C.(TYP.)
MAX. @HEAD&SILL 5 314"MAX.FROM FRAME
HEIGHT CORNERS(TYP.)
o
B D 6"MAX.FROM FRAME 1 1 —i a! N
3 3 CORNERS(TYP.) INSTALLATION aF
-- --
ANCHOR(TYP.) a }$
's
PP 141/4"MAX. Iy xx33 314" O O.C.(TYP.) I O 3"O.C.TYP.FOR 3 Q a w MAX• E WOOD SCREWS. r "'zo
D.L.O. 4 N_W3 4 STEEL REINFORCEMENT I / 4"O.C.TYP,FOR w o S, a
CONCRETE SCREWS. ry
®FIXED W/(2)EVENLY gg
SPACED METAL SCREWS
�
PARTING STOP a
LU
U'32 314" 45 3/4MAX.
MAX D.L.O. ANCHOR(TYP-)
D.L.O.
STEEL
X REINFORCEMENT 131/2"MAX.
O.C.(TYP.) I °
ju
_ Robed J.MNo,Memo,P.E.
Florida RMNo,48762
I I 1 1/4'X 1/4"WEEP HOME 41/2"MAX.FROM JAMES
2 5/8"FROM END(TYP.)® 13'1/2"MAX. PARTING STOP J ........
q 0 APs 1
3 O.C.(TYP.) CORNERS(TYP.)
Mo 4875
*• STA7E1 LN
ELEVATIONANCHOR LAYOUT i
® y�t�S,.CpFl10Q�� � I
EXTERIOR VIEW EXTERIOR VIEW e,,�s��e eAein �,,,
�ruat>�r ate
sa eomPly1e2 Wkh Otte OFa7!ffi RODUCr RHViSFD
'teiaSaki��° s c"mplyi"g with hoe Firma:
I&D 1.Orj
alaag c�aae/ !SQL'}
i'sigirsV:.as Qu:c rd 2020
C. .W
sy
tlLah wa f'ro?kN'CeNiM'jL+ Yireha pradCch '
i
WOOD BUCK PROTECTION BY OTHERS 17 1/4 ITW TAPCON A
(SEE INST. NOTE 11A) A INSTALLATION ANCHOR 18 #12 WOOD SCREW �A
ONE BY WOOD BUCK BY EDGE/DIST&CA ONE BY WOOD 7/8 MIN. OINSTALLATION ANCHOR 3
OTHERS (SEE NOTE 5, EDGE DIST.
® SHT. 1) BY OTHERS DA TWO BY WOOD
CONCRETE 8Y OTHERS (SEE NOTE 5, SHT. 1) BY OTHERS
v a vc•,v 'v v v 1 1/2" MIN.® (SEE NOTE 4, SHT. 1) m
(SEE NOTE 4, SHT. 1) o EMBEDMEM SHEATHING
'i•; c v v BY OTHERS w o c p
EXTERIOR FINISH o a• 0-.• 1 1/2" MIN. 3
BY OTHERS ' a v ' EXTERIOR FINISH EMBEDMENT'A a ~
o
8 X 1 1 2° y'+�>�<<' 18 #8 X 1 1/2" BY OTHERS a�;<, ow
WOOD SCREW ::4> a•' WOOD SCREW #B X 1 1/2" 19 sty{ 18 #8 X 1 1/2"
WOOD SCREW WOOD STREW
PERIMETER CAULK P.
BY OTHERS
��D❑ \ 1/4" MAX. � 1/4- MAX. jw
14 n SHIM SPACE PERIMETER CAULK SHIM SPACE
14 BY OTHERS
1 l "
i 14
EXTERIOR 15 `\ D 4 INTERIOR 1 D WENT
19 EXTERIOR 15 INTERIOR
9 19 4 =OOle z05 v rn
8 9 tL W $ S
SEE GLAZING DETAIL g >I-uJ g�
VERTICAL SECTION (ON SHEET 4)
0152,0 0 a`n c-
o—
coNtxEraSUBMATE w U w e
WINbOW �o m> �
HEIGHT 1a D VERTICAL SECTIO_N S w ��N
3 19 woosSUBMArs r 1a s
a � �
12 ®23 8
20 a� D
19 ®23 E e°
5 �
EXTERIOR 10 _ N�NTERIOR 2 8 10 12 RDpsd J.Am m,P.E �
Florida P.E.No•49752
#8X 1 1/2"18 1 °°°'DAMES q��ii�
WOOD SCR 14 1311 .GEAS'-ylppf�is
PERIMETER CAULK 14
BY OTHERS 18 #8 X 1 1/2" 0 7 0, No 49752
❑ J}
RBYROTHEIRS WOOD SCREW
EXTERIOR ❑ f I 19 INTERIOR
_ ❑
LJ 11 ST.gTE OF ::���
CONCRETE BY OTHERS f; ;; 10 Mr ...
(SEE NOTE 4, SHT. 1) ° ��'sdIq
1 1/2" MIN. 3
ONE BY W00 ' . c e c o EMBEDMENT
BUCK BY OTHERS a 15
e e e a .o a easwcr lcsx>:1as sonuc r nsvlsea
(SEE NOTE 5. SHT. 1) to siaa;.Sau wL-b s�s'?l td. cmmPsyiag with are EL—W.
raSrScg J:mek ulldiog Coda
1 4 ITW TAPCON 17 1 1 :rreR?c�8^ t1 05
WOOD BUCK PROTECTION / n /2" MIN. A R, a;.m_ 2UZ7! °Ilio. • g
BY OTHERS (SEE INST, &INSTALLATION ANCHOR EDGE DISTANCE r C L�RTSCAALFSECTION -' P _
® NOTE 11A) A VERTICAL SECTION £` ::..a,;� >.,ea `1 By
CONCMIESOMATE pmdkt
Miami
4 m
1/4" MAX. 1/4" MAX. 8 X 1 1/2"
INTERIOR SHIM SPACE t8 #8 X 1 1/2" INTERIORSHIM SPACE 18 WOOD SCREW O0 E
SHIM AS WOOD SCREW SHIM AS 3
19 15 7 3 10 1 REQUIRED19 15 7 3 10 1 REQUIRED
1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN. o =
14 1" MIN. EMBEDMENT - MASONRY® i4 EMBEDMENT w
-� 0 A
9- A. 1 1/2" MIN. EDGE DISTANCE - CONCRETE 7/8" MIN. o
d A. 2" MIN. EDGE DISTANCE - MASONRY® EDGE DISTANCE a
Q I aw n
--6#12
WOOD SCREW
Q 1/4" ITW TAPCON INSTALLATION ANCHOR
17 INSTALLATION ANCHOR V)
Q \\ N
12 ••4' '•Q�CONCRETE OR MASONRY 12 Q TWO BY WOOD jr 0 1D
❑ d. BY OTHERS ❑ FRAME BY OTHERS o
OA. (SEE NOTE 4, SHT. 1) O " +y (SEE NOTE 4, SHT. 1) z
ISOLATION MATERIAL ;+r,.:?,;.+ ONE BY WOOD $ ; �&
BETWEEN WOOD "'�1 u•� :;.:: z-
! Q BUCK BY OTHERS m
` Q BUCK & MASONRY SEE NOTE 5, SHT. 1 ¢ �°0
to B 15 10 9 ;x t+':: •.;;rr °. OPENING BY OTHERS 19 a 15 10 9 ( ) ti�m c9.,
PERIMETER CAULK ONE BY WOOD PERIMETER CAULK SHEATHING BY OTHERS ' <wo -0
N=Q 2w �W 2
BY OTHERS BUCK BY OTHERS BY OTHERS 14 18 #8 X 1 1/2" i CD �O
EXTERIOR FINISH (SEE NOTE 5, SHT. 1) WOOD SCREW a? M-
OOD
OTHERS g o0
WINDOW WIDTH 14 18 #8 X 1 1/2' WINDOW WIDTH w U v j3 e,
EXTERIOR FINISH WOOD SCREW
EXTERIOR WOOD BY OTHERS �a oo viz e#eG
E HORIZONTAL SECTION �o �' s Z
CONCRFIR WO NRYSUBMRARE „ ORIZONTAL SECTION N Ww
®EFS:ENERGI FENESTRATION rp Ha• w000suBsrRA•rE a� 4��
SOLUTIONS USA,INC.,PER
'ASTM A-A1008A/A109 BILL OF MATERIALS CURRENT MD NOA d w
ITEM# DESCRIPTION MATERIAL MANUFACTURER
1 MAIN FRAME WHITE RIGID PVC "EFS / m
O
2 FIXED MEETING RAIL WHITE RIGID PVC "EFS ❑ \ 9 = 8
3 SASH$MEETING RAIL WHITE RIGID PVC -EFS 1 / Ro6ad J.W w uso,PZ
/
4 PANEL STOP!FRAME COVER WHITE RIGID PVC "EFS Fk lde RE No.49752
i
5 SLOPED SILL COVER WHITE RIGID PVC "EFS 15
6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS ( ��m�jME8�4�����
7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS
B GLAZING STOP(FIXED FRAME) WHITE RIGID PVC "EFS �9e-
QARR1CT BFSIEto'fD.6 .
9 POCKET INSERT WHITE RIGID PVC "EFS / :n 0:20bre� th tks i+saw N� .o
10 0.270'HIGH CENTER FIN WEATHERSTRIP VINYL — \ 1/2" GLASS BITE gyy C,
11 INTERLOCK COVER WHITE RIGID PVC "EFS 411-11-11-
12 REINFORCEMENT(SASH)15 GA STEEL ALLOY 100611010' REGENCY PLUS,INC. EXIERIMATE OF13 REINFORCEMENT FIXED MEETING RAIL 15 GA STEEL ALLOY 1008i10i0• REGENCY PLUS,INC.14 \ INTERIORy
15 f O R 10 p;����• I
PARTING
TO SILICONE WOOOONE SYP SI 0.55 MIN. _ 8 +isSa
16 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL — 7/8" O.A. INSULATED GLASS UNIT CONSISTING OF: I
17 114'ITW ADVANCED THREADFORM TAPCON STEEL ITW ® 22 19 EXTERIOR LAMINATED GLASS - (2) 1/8'ANNEALED I{
18 #8 X 1117 WOOD SCREW STEEL — GLASS W/ O.DgD" KURARAY AMERICA INC. TROSIFOL Q eRcoucrREWAD
19718.O.A.INSULATED GLASS SEE GLAZING DETAIL,SHT4 ® INTERLAYER, 0.39"AIRPSACE W DESICCANT MATRIX awldi.scompl x Cod,wiRllbe Flvrbdn
I RlldioQ Code•. 1
20 BULB VINYL WEATHERSTRIP VINYL _ EL SPACER, INTERIOR 1/8" TEMPERED GLASS vegrt»ex 14o
21
HE TILT LATCH 1057 EW SEE NOTE BELOW)!STEEL-ZINC COATED VISION IN ca
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FRAME COVER 0.075"THK TE GID C 0.544" 4 o
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RobeR J.Amoruse,P.E. I
7 Fi.dda P.E.No.49752 1
9/16"
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• No 4975 O
12 REINFORCEMENT 13 REINFORCEMENT 14 PARTING STOP
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