HomeMy WebLinkAboutProduct Approval M IAM I1DADE iv1IAMI DADS COUBNTY
PRODUCT CONTROL SECTION_
DEPARTMENT.OFREGULATORY AND ECONOiYIIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599
TANCI{1 QA www.miamidadc.eovlecononry
(7Regencys,Inc.Gap Highwaymel,PA 17851
issued tinder the applicable iules 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.
DESCRIP-EON:Series 115405"White PVC Horizontal Sliding Window—L.M.I.
20PROVAL DOCUM ,;NT:Drawing No.RPM 0063,titled"Impact Series 5405 Horizontal Slider
Window",sheets 1 ttuough 5 of 5,dated 11/26/08,with revision E dated 12/07/13,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 fire Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact ears ant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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 fled 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 Itas 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.
ADV MTISEM>;NT: 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#12-0223.09 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document-mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.14-0128.06
MIAMI BADE COINTYM Expiration Date: July 22,2019
ApprovalDate: March 20,201:1
Page 1
Regency Plus,Inc. lea
t < i E
NOTICE OF ACCEPTANCE. I;VIDI;NC1;5UBMITT D
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No RI'LS0063, Sheets I through 5 of 5,titled"Impact Series 5405
Horizontal Slider Window",dated 11/26108,with revision E dated 12/07/13,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,Loadin" er FBC TAS 202-94
ater es ,per BC,TAS 202-94
4)Large 1ssr a Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entiy Test,per FBC 2411 3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a white PVC horizontal
sliding window,prepared by National Certified Testing Laboratories,Test Report No.
NTCL-110-11507-1,dated 08/18/08,revised 09/03/08,with addendum letters dated
03/31/09 and 05101109,all signed and sealed by Harold Rupp,RE,
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2007,
dated 11124/08,prepared by PTC Product Design Group,LLC,signed and sealed by
Robert J.Amoruso,P.E.
(Srubndtted underNOA#081210.12) �
2. Glazing complies with ASTM B1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and*Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 04111/13,expiring on 12/11/16.
2. Notice of Acceptance No. 12-1120.02,issued to Royal Window and Door Profiles,
Plant 13, for their White Rigid PVC Exterior Extrusions for Windows and.Doors,
approved on 02/28/13,expiring on 02/28/18.
i
ManuepureP.E.
Product Cont 1 Ex miner
NOA No. 128.06
Expiration Date: July 22,2019
ApprovalDate: March 20,2011
• 1;-1
1
Regency Plus,Inc_
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
T. STATE NTS
1. Statement letter of� ry
com 1 in wa
C-201 nd of no financial
es a e a 07 22012,signed and seby Robert I Amoroso,P.E.
(Submitted under previous NOA#12-0223,09)
G. OTHER
1. Notice of Acceptance No.12-0223.09,issued to Regency Plus,Inc.for their Series
"5405"White PVC Horizontal Sliding Window—L.M.I., approved on 04/19112 and
expiring on 07/22/14.
Manuel Pepz,IZ
Product Control mm* er
NOA No,l - 8.06
Expiration Date: July 22,2019
Approval Date: March 20,2011
E-2
REGENCY PLUS,JINC,
I".ACT SE"ES 5405,111 All 11111111 L A1.111110, NTM AIDER ffTWO W- LAff
ig
MST"LATZON"CHORAGEDETARS
0
m
GENERAL NOTEBt E w 0
TALLA
ONE
1.THE PROOUCTANCHDRAGE SHOWN HEREIN tSDES113N50 7.WINDOW FRAME MATERIAL.RIGID VINYL Flic PER L,ONE 1)INSTALLATION ANCHOR IS REQUIRED AT EACH 0.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
TO COMPLY WITH THE 2007 AND 7,010 FLORIDA BUILDING NOA 912-'5720.02. NC OR LOCATIONSHO MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
CODE(FBC)INCLUDING THE HIGH VELOCITY HURRICANE-
ZONE(KVHZ)ATTHE DESIGN PRESSURSIS)GTATFO HAVE A CORROSION RESISTANT COATING.
&EACH WINDOW ASSEMBLY SHALL BE LA85LED WITH Z THS NUMBER OF INSTALLATION ANCHORS DEPICTED 18
HEREIN. A PERMANENT LABEL ANDIOR STAMP WITH THE A
EXTRUDER CODE ANDMOW AS STATED IN R.OJL THE m immum NUMBER 00 ANCHORS To BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,00
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED DUCTINSTALLATION.1 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
G
NO,07-iaia.05. JOINTS.ED09 DISTANCE 15 MEASURED FROM FREE
UPON SIGNED AND SPALECITEST REPORT 0 3.SM AS REQUI D AT�CH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE M.
NCTL-111D-11507-1 ONTISPOSM0103ANDASSOCIATED M I FRAM
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN B,GLASS MEM THE REQUIREMENTS OF ASTM THRU MAIN FRAME WITH LOAD BEARING SHIMIs). SHELLOFBLOM
E1300-04all.A U, LLOW
ACCORDANCE WITH cuRmwTmr;COUNTY WJaMUM ALLOWABLE SHIM SIZE 15 114 INCH.SHIM
EWFHERF SPACE OF USE INCH OR GREATER OCCURS. 10.INSTALLATIONANCHORS SHALL BE INSTALL90 IN
'MC.). AM
COL8.�.USEIEVA�LUAT.DF..�COIIIR.M�.1 P n,.R"n
FOLLOWING: ACCORDANCE WITH ANCHOR MANUFACTURERS
10.13ESIGNATIONS WAND*0*STAND FOR THE SHIM(s)SHALL BECONST�U=O OF HIGH DENO"
0. PLASTIC OR BETTER. I INSTALLATION INSTRUOMONS AND ANCHOR$SHALL
M OPERABLE PANEL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 13 R
TO TRE STANDARDS LISTED IN THE 207 AND 21310 FLORIDA 0.'FIXED PANEL FOR INSTALLATION(HTO WOOD FRAMING,USE U12WODD THAN THE MINIMUM STRENGTH SPECIFIED BY THE:
SUILDINGOODE(Fil AND IGIN COMPLIANCCWTTH D
=M AS RED AT'OH INSTALLATION ANCHOR
RSQU'R`
THR RAMS WITH LOAD BEAR No NMS"
SHIM
MA�GW LEE U 5
U I F 7� I S
MUM AS I I "'IN
RE AC 'U emCH GREATER 0
� N 0 " H 0�6"
HIM(.) GO
FL OR, ,
F IN' lj�T.W .F W'O'
R ST T`0x r GO 7N USE 112
,
ON. SCREWS OFSUFFICICNT�SNGTHTO ACHIM 1 112INCH ANCHOR MANUFACTURER
TH
AN III
STANDARDS,INCLMING NON VELOCITY HURRICANE Z NS_'/'11.A V3 INCREASE IN ALLOWABLE STRESS FOR WIND MINIMUM EMBEDMENT,MINIMUM EDGE DISTANCE IB 715 gz
rr z
REQUIREMENTS LOADS WAS NOT USED IN THE DESIGN OF THE INCH. 11.INSTALLATION ANCHOR CAPACIT 19S FOR PRODUCTS j <
PFODUCT(Ell SHOWN HEREIN.WIND LOAD is 3
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE DURATION FACTOR{Cd-ILD)HAS BEEN USED FOR H EREIN ARE BASED ON SUB STRATE MATERIALS WITH ra
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE S.FOR INSTALLATION THROUGH 0(BUCK TO CONCRETE I THE FOLLOWING PROPERTIES: Lug
WOOD ANCHOR DESIGN, MASONRY,OR DIREGT`LY)NTO CONCRLTE I MASONRY, j2
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND UJ6
TRANSFERRING APPLIED PRoDUCTWAus To THE lz IN ARM WHERE WIN"ORNE MENG USE 114 INCH tTW TAPCONS OF SUFFICIENT LENGTH TO A.WOOD PT SOUTHERN YELLOW PINE-MINIMUM
STRUCTURE 19 INS RSBPoNslalury OF THE ENBiNeER PROTECTION REQUIREMENTS EXIST,UBE OF AN ACHIEVE 1`114 INCH MINIMUM EMBEDMENT.MINIMUM SPECIFIC GRAVITY 180.65.LUMBER MUST COMPLY
ORARCHITECT OF RECORD, EDGE DISTANCE 10 2-1/2 INCHES. WITH FBC SECTIONS 2411AZZ AND 2320.2 AS TO kips
APPROVED IMPACT PROTECTIVE SYSTEM IN NOT WOOD PROTECTION.
NEEDED. -
6,IX AND 2X SUCKS(WHEN USED)SKALLBE DESIGNED AND 6.FOR PARTING STOP INSTALLATION USE#8 X 1112 INCH AB.CONCRETEMINIMUM COMPRESSIVESTRENGTHOF
ANCHORED. PROFERLYTRANSFER ALL LOAOSTO THE DRYWALL SCREWS. 3102 PG AND CONFORMS TO ACI 301.
AND
STRUCTURE.BUCK DESIGN AND INSTALLATION 18 THE a MASONIRAY-STRENGTH TO CONFORM TO
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 7,MINIMUM FIVIBEOMENTAND EDGE DISTANCE EXCLUDE ASTM C-M
WALL FINISHES�INC
LUDIN13 BUT NOT LIMITED TO fWmst J.Amm%P.F.
RECORD. STUCCO,
POW OR
JCK VENEER AND SIDING. Fawn PR Nn.4a7ax
0.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIG AND MAY NOT REFLEarACTUAL CONDITIONS
MR A SPECIFIC SITE.IF SITS CONDITIONS CAUSE
WAES 4 �.P'
INSTALLATION TO DEMTE FROM THE REQUIREMONTS
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY
ELECT ONE OF THE FOLLOWING OPTIONS: TJ
No 407
AEHVHLI REQUIRE THAT A LICENSED
ENGINEER OR ARCHITECT PREPARE AND SUBMIT
BITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. E IF
8,INSIDE HVH4 REQUIRE THAT A ONE-TIMESITE
SPECIFIC APPROVAL HE APPLIED FOR AND OBTAINED
FROM THE MtAMi-DAVE COUNTY PROQUGrCOH=L TABLE OF CONTENTS
DIVISION, NAL.
SHEET REV, 6HEET DESCRIPTION
1 E GENERAL AND INSTALLATION NOTES PRODUCT REVISED
2 E ELEVATION AND ANCHOR LAYOUTS lnplvtl4lbaplulm
BuitdtagCWa
3 E VERTICALSECTU)NEI Accsptnnwxo
4 6 HonmoNTAL umnaNs,GLAZING DETAIL 8 CORNER DETAIL SSURE RATING JPSF)
IMPACiTRATIN
r
5 E CORNER DETAILa
a 9 COMPONENTS AND BILL OF MATERIALS LARGE MISSILE
H(arlt alta Pmduc!Can
IMPACT
1 w
I
7 314"MAX FROM I
CORNERS(TYP.) 12"MAX.O.C.MP.) _
®HEAD&SILL @HEAD&SILL S S
FROM PARTING 121/2"MAX.O.C.(TYP.) S
STOP CORNERS @ HEAD&SILL
8114"MAX.
FROM PARTING gg_ �
j STOP CORNERS(TYP.) as w S
51/2"MAX. " T?
W Q U Y
FROM FRAME f I
CORNERS(TYP
13"' i ii 12°
o - o
O.C.TYP. I O I� O.C.TYP. c N
74"MAX. I ii5
FRAME WIDTH
3MArr
X. MAX. INSTALLATION i tri x a = n y j w
D.L.O. D.L.O. ANCHOR(TYP.) iiT I T
LE L
T
PARTING STOP
ANCHOR(TYP.) 6"MAX.O.C.FROMa° F
FRAME CORNERS(TYP.) [a d
3"MAX.FRO
B C STEEL REINFORCEMENT G.L.(TYP.)@
3 3 FIXED Wl(2)EV,ENLY HEAD&SILL a
SPACED METAL SC iEWS 6"MAX.FROM kig
C.L.(TYP.)@ 8
HEAD&SILL
Itohad A Mcnm,PR
PE�
DFIWa P.E N%0752
km
3" 4 ANCI�OlZ LAX. D 57112"
AM 58 314" 4 Q I X 4 MAX. EXTERIOR VIEW �,.`� �(c ElY3F
HEIG MAX. D.L.O. �Qo:. No 4D752
D.L.O.
STEEL 1 OL STATE OF
REINFORCEMENT
rtl I+1 112"x 1/4"WEEP HOLE rllouucrltewsw
m mmplylnp�rhh rho Pladdu
A 2 518"FROM END(TYP.) I nucudpiaBa 6- rse.c'
3 ( Iaplmdan Dua
ELEVATION Dadc Mlam Mlaw .
Ow l4oduct Capp I
EXTERIOR VIEW
I
i
i
ONE BY WOOD 13 1144 TAPCON NSTUIL2 WOOD SCREW 12 ONE BY WOOD 52 1;
BUCK BY OTHER ON ANCHORINSTALLATION
A LAT ON ANCHOR 13Y OTHERS :2
"W INS
INSTALLATION
(SEE NOTE 5, SHT. 1) " MIN. (SEE NOTE 5, SHT. 1)
EDGE DIST. SHEATHING EDGE DIST. I m0
BY OTHERS
WOOD BUCK PROTECTION BY OTHERS Iwo BY WOOD
BY OTHERS
CONCRETE OR THERS
EXTERIOR FINIS
. (SEE NOTE 4, SHT. 1) °zMASONRY BY OTHERS 1 1/4" MIN, BY O
(SEE NOTE 4, SHT, 1) EMBE /2'
:DMENT #8 X 1 1 MIN, z
io t 1 1/2 w
1/2"14 DRYWALL SCREW EMBEDMENT
a 14 RR— X 1 1/2' 1
DRYWALL ISCR ORRACL SCREW I
EXTERIOR FINISH 1/4" MAX- AX.
By OTHERS SHIM SPACE10 F
FSHIM SPACE
PERIMETER CAULK!!Ie" Qo 10
BY OTHERS 21 PERIMETER CAULK Q
--no
BY OTHERS
=4 21
a
WINDOW :z cl
2 4 HEIGHT '3 1§:-,-
07 V vi
-
18 16 2
R S.
09
�VQ+ 'rQlg—j%SECTION
ow .Jl'ruu=llATu
'UtILOPA 19
,LSI*WN, .3
WINDOW EXTERIOR EXTERIOR HTERIOR
RUDSULAFt INTERIOR
HEIGHT
SEE GLAZING VEIRZTIICAL SECTION
DETAIL 215 ' W0001U"MAT11 w
Is SHEET 34C➢M➢CSI PANnt.SHQWfl, UJ •g
2 4
R
21 11 9 2 0 10 4 15
1 U B
24 22 "tillolloro",
10 23 gl SNMES,4,
PERIMETER CAULK
BY OTHERS 10 #8 X 1 1/2" 21
4'Ni N o
LL
RYWALL SCREW 40752
# X 1 1/2-
17
SCREW Q41 1/4" MAX.
SHIM SPACE
103 "TATE OF
EXTERIOR FINISH
OR I
BY OTHERS ........
CONCRETE: OR— ONA$_P*s'
1 1/4" MIN. '�411111glig;
MASONRY BY OTHERSEMBEDMENT
(SEE NOTE 4, SHT. 1) PitoijuLT luivmio
�Vlyhqo i'llb am FIM(da
ONE BY WOOD—', is Is Is 25 nbildion C-w
Ao MU=No
CON
BUCK BY OTHERS TAP 13
N ON 2 1/2" MIN. LIN Won 0
(SEE NOTE 5, SK. ANCHOR EXTERIOR
EDGE DIST. u
WOOD BUCK PROTECTION ,Alm' CTION al, 4acilloducicd
Cc
BY OTHERS MOAMANULSTIOWN,
MUDSMULAR
1 4" MAX. SHIM SPACE ~ &
1/2" 14 f SHIM AS 14 DRYWALL IS SCREW
DRYWALL SCREW 1/4" MAX. f REQUIRED DMENT
1 1/2" MIN
SHIM SPACE 16 18 3 7 9 10 13 0
1/4" n TAPCON
EMBEDMENT 10 1 19 17 is INSTALLATION ANCHOR
SHIM AS REQUIRED I 3 $c; R
Q• 2 1/2„” MIN.
#12 WOOD SCREW 12 q � � � 9,• • EDGE DISTANCE �: w o �19 Q °
INSTALLATION ANCHOR
. I u
CONCRETE OR MASONRYBY OTHERS
w c p
7/8" MIN.
EDGE DISTANCE llff-- Q ' (SEE NOTE 4, SHT. 1)
I :V'•. ISOLATION MATERIAL BETWEEN a
O2 18 21 29 Q' •V. WOOD BUCK & MASONRY 8
TWO BY W000--� OPENING BY OTHERS g0 y! o
FRAME BY OTHERS ".�q r'J : V ONE BY WOOD �a v
(SEE NOTE 4, SHT. 1) »F( Y��t. ;L / �!'c BUCK BY OTHERS a$
SHEATHING f F p ..'a (SEE NOTE 5, SHT. 1) Q ow
BY OTHERS 20 15 PRIOR 6 1 10 � a r 6h
�ya
y8 X 1 1/2" �L9 ziCi U y
#8 X16.:Z
DRYWALL 1SCREW 14 10 PERIMETER CAULK PERIMETER CAULK 14 DRYWALL SCREWa t13 �w �2_! w
BY OTHERS BY OTHERS oo €
EXTERIOR FlNISH (L
EXTERIOR FINISH �N o
BY OTHERS BY OTHERSt m S
TT, HORIZONTAL SECTION HORIZONTAL SECTION r, �N
1J WOpp li Af83 P57NA 1' C9.murm/3 Mll'5�USiHAm K:N�U;z
(PUf W PANPLSIf01YN.
pPL91A0[if PAtIP1.3tA11UR1 I (pFUMPA LSIMUAR)N, m6
FRFp pANUL3uuLAn) o LLLLII
�W � 8
7/g" O.A. LAMINATED cuss ��+
CONSISTING OF:
EXTERIOR LAMINATED CLASS — a0 w
{2) 1/8" DOUBLE STRENGTH Io
16
ANNEALED GLASS W/ + _
0.090" DUPONT "BUTACITE' INTERLAYER, PL
0.41" AIRPSACE W/ DESICCANT i Mb0AJ.A i .,PX_
MATRIX STEEL SPACER, Fwu,Ps rw aar32
INTERIOR 1/8" DOUBLE I
16 iRENGTH TEMPERED GLASS ie ARENS
MES gMg4
EXTFRIOR1 INTERIOR :�0�i�.�.OF�'PG
2 / Na 49752
17
1/2 JJ EXrEB14S I o: -
GLASS BITEI INTERIOR RR1/2" GLASS SITE T
9� s<
16
J.AjgJCTltrldf Lo Ptmld"
D'i' cbd
GLAZING DETAIL 1 GLAZING DETAIL 2 u�"�eI`�m,(10 o
BY
mil un`odc Praducl ClnU I
i
I -
r s
WELDED MITERED �, o
CORNER CONSTRUCTION
z �
R
1 10 to
op
W O V
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z N
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AI 06i
a 10
ul
1 O I AoU.R J.fN�01u/4 P.2. .
FMdo P.E.Ifo.�97R
,1{111111111
i Qj No 40752
14 °T�s��oRtioP `a
SHIM
k
AE NOTE: CORNER DETAIL 1X PT WOOD BUCK
Fnonucr lu!vlsup
PARTING STOP EXTERIOR PERIMETER BY OTHERS ^c OpcomFlFing nliL FIa�tJp
ilJing Cole
TO BE SEALED TO 1X PT WOOD BUCK �R'V"
Alianil ud��n°`° ° t
WITH SIKA 551 SILICONE °7
c Fcudccl CopupI
O1 MAIN FRAME WEEP HOLES(SILL): O SASH FRAME
2 � GLAZING STOP-OPERABLE,LITE
112'X i12'EACH END INT.TRACK) WHITE RIGID PVC O3 GLAZING STOP W/HANDLE WHITE RIGID PVC "
WHITE RIGID PVC ( ) 0,088'THK, WHITE RIGID PVC 4 0.055'THIO
0.070'THK, 1l2'X 31B'MIDSPAN(INT.TRACK m
SIB'X 318"EACH END(EXT.TRACK) 0.055"THK, T
s/16" 18"
4 3/16" 1 11/16'n�/ �- G ¢
LLJI �rJl 1" IL
1 9/16" �1 1/B" o
2 3/4" Uc�:Ir ]
SASH COVER 17 GLAZING STOP-FIXED LITE 19 PANEL STOP/rRAME COVER1 3/B" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC' w o °00� { 0.075'THK 0.070"THK. 5/18.0.060'THK.
L 5/16"
—
31/4"---, 1 3/8' 11" �•'-1 5/8.1 x �°�
CC" "II
O POCKET COVER (e)POCKET COVER a
(EXT.TRACK) (INT.TRACK) I BILL OF MATERIALS x W v;
WHITE RIGID PVC ITEM# I DESCRIPTION MATERIAL SUPPLIER N,x a go k w z w
0.070*THK. WHITE RIGID PVC 1 MAIN FRAMEI WHITE RIGID PVC "RWDP a!�° m
0,070'THK 2 SASH FRAME WHITE RIGID PVC "RWDP ifi 0°
WEEP HOLES: 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC '•RWDP °
3!4'X 318"EACH END 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC "RWDP '$y
114'X 8118'MID SPANw!a
1/16^ 6 POCKET COVER(EXT.TRACIQ WHITE RIGID PVC "RWDP a;., v'w
a POCKED'COVER INT.TRACE WHITE RIGID PVC "RWDP s i3 0
7 SASH COVER WHITE RIGID PVC '•RWDP
B REINFORCEMENT(SASH FRAME)15 GSTEEL ALLOY 1008/1010' REGENCY PLUS,INC. ' o
A killsa8 INTERLOCKCOVER WHITE RIGID PVC "RWDP v
10 PARTING STOP WOOD PT SYP G=0.65 MIN.
INTERLOCKCOVCR CAMSWEEMLOCK&NEEPER STEEL TRUTH � W
e RF.INFORCFMENT
O O iB FIXED MEETING RAIL iz #12 WOOD SCREW INSTALLATION ANCHOR — g
WHITE RIGID PVC SASH FRAME WHITE RIGID PVC 13 114'TAPCON INSTALLATION ANCHOR STEEL ITW
0.070'THK, STEEL 0.086'THK 14 08 X 11/2*DRYWALL SCREW EEL '— Rownlmw .PE
0.w 30-5 S 15 f18'O.A,INSULATED GLASS(SEE GLAZING GLASS EDGESEAL FbldaPENa.�BT62
��_ Fy�30-50 SKI
F.=37.5-08,7 KPSI ETAIL ON SHEET 3 ""%11131111",
15/16" � ° 18 SIKAFLEX 662 SILICONE SIKH ���•`�JFMES q �i,�
17 GLAZING STOP-FIXED LITE WHITE RIGID PVC "RWDP ��4Q;•��CEIVg•:D.p�i
^� 1 3/4" /1 fi"� 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC "RWOP o:• =,GJ,
19 PANEL STOP,I FRAME COVER WHITE RIGID PVC "RWDP No 487s :o
20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "RWDP
10 PARTING STOP �L 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE"OF .-�u
25RTINITORCEMEIVT 2 1/16" 22 NYLONHOUSEDMETAL ROLLERS NYLONISTEEL SAUNDERSENG'G � 0,�;•-�� P•;��
WOOD' FIXED MEETING RAIL 23 TILT LATCH I --- VISION IND. �,F''•.0 A 5Q.
STEEL 24 1 WEEP HOLEICOVERS PLASTIC RO-MAI
0.00'THICK 20 POCKET INSERT 25 1 REINFORCEMENT FIXED MEETING RAIL 15 GA STEEL ALLOY 100811010 REGENCY PLUS,INC,
Fy=30-50 KSI FIXED PANEL 'ASTM A-A100BA/A109 ••RWDP:ROYAL WINDOWS AND DOOR PROFILES,' ru°DULT REwsuD
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