HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION RESIDENTIAL (8) MIA% DE
MIAMI—DADS COUNTY
e 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
N ACCEPTANCE OA www.miamidade.goy/economy
Regency Plus,Inc.
1024 Locust Gap Highway
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
perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may 3
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 Hurricane2one.
CIOESCRIPTION:Series"5405"White PVC Horizontal Sliding Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider
Window", sheets 1 through 6 of 6,dated 11/26/08,with revision H dated 09/24/15,prepared by PTC, 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 the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistan
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-Dada 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 NOA No. 14-0128.06 and consists of this page I 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.15-061&03
,"DADECOUNTY !Expiration Date: July 22,2019
(:Approval Date: October 01,2015
Page 1
Regency Plus.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturces die drawings and sections.
(Submitted under NOA No. 08-1210.12)
2. Drawing No. RPLS0063, Sheets I through 6 of 6, titled "Impact Series 5405
Horizontal Slider Window", dated 11126/08,with revision H dated 09/24/x 5 prepared
by PTC,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,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 PVGhorizontal
sliding window,prepared by National Certified Testing Laboratories,Test Report No.
NTCL-110-11507-1, dated 08/18/08, revised on 09/03/08, signed by
Harold Rupp,P.E.
(Submitted under NOA No. 08-1210.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying,with.FBC 51h
Edition (2014),dated 03/31/15,withievision dated 09101115,prepared by PTC,LLC,
signed and sealed by Robert J.Amoruso,P.E.
2. Glazing complies with ASTM E13004401
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15, 9
expkin `on,12/1 1/16.
1
2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and:Door Profiles,
Plant 13, for their White;Rigid PVC Exterioi Extrusions, approved on.02/28/13,
expiring on 02128/18.
P.E.
Product Cout I Exa finer
NOA
18,03
Expiration Date: J'
�Iy-22,2019
E-1 Approval Date; October 0l,2015
Reaency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to, of complying with FBC 51h Edition (2014) and of
no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by
Robert I.Ammuso,P.E.
2. Laboratory addendum letters in the Test Report No. NTCL-110-11507'1, issued by
National Certified Testing Laboratories,dated 03/31/09 and 05/01/49,both signed and
sealed by Harold E.Rupp,F.E.
(Submitter)under NOA No.08-1210.12)
3. Laboratory compliance letter in the Test Report No.NTCL-110-11507--1, issued by
National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold
E.Rupp,P.E.
(Submitted tinder NOA No. 08-1210.12)
G. OTHERS
1. Notice of Acceptance No. 14-0128.06, issued to Regency Plus, Inc. for their Series
"5405" White PVC Horizontal Sliding Window - L.M.I., approved on 03/20/14 and
expiring on 07/22/19.
i
i
i
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Manuei P rex, E.
Product Control xIF,
iner
NOA No.1 18.03
Expiration Date: July 22,2019
Approval Date: October 01,2015
E-2
REGENCY PLUS INC. o s
LIMPACT SE �,L SLIDER WINDOW - LMI oglh
RIES 5405 HORIZONTAL
INSTALLATION ANCHORAGE DETARS
GENeRALNQFj�•, � ° � �`
O�TALLATIOH NO'TEB:
1.THE PRODUCTANCKORAG2 SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
®TO COMPLY WITH 5TH EDITKIN(2014)FLORIDA 8LA10IN0 MUST BE MADE OF CORROSION RESISTANT MATERIAL OR c
CODE(FBC}-BUILOINOANDRESIOENTUILVOLUMFS 7.1VYINDOWFRAMEMATERIALROYALWINOOYYQ ANCHORLOCATi0N8FWYYN. HAVEACORROSIONRESISTANTCOATIN(1 ,.
INCLUINNG THE H]GH VELOCRY HURRICANE ZONE(MOM DOOR PROFILES.PLANT 13 RIGID VINYL PVC PER 7.THE NUMBER OF INSTALLAT ON ANCHORS DEPICTED IS Q 0. O
E DESIGN PRESSURES)STATED HEilE11L MIAMI-RADE NOTICE OF ACCEPTANCE(NOP N0. THE MINIMUM NIMIBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCKANO GROUT FILLED BLOCN<DO a
2.THE PRODUCTMAILS CONTAINED HEREIN ARE BASED 12.1120.02. PRODUCT INSTALLATION NOT INSTALL JOINTS.EDGES ANCE 13 MEASURED FROM FRELLATION ANCHORS INTO E A
UPON SIGNED AND SEALED TEST REPORT/ ® 7.2 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Y
LABORATOR 07-1 MPEDDATE08!JO,gB AHD D WERETED BUTACITE INTERLAYER PER MIAMI-DADS NOTICE OF THRU AWN FRAME WITH LOAD SEARING SHMI(S). SHELL OF BLOCK. z
LABORATORY STAMPED VEIYQ G9 AND WERE TESTED IN
® ACCORD)WCEVL9THNIGH VELOCITY Y,UR:.,G,{9z ZCiN'c ��( )�'14-0918.10. MAXIMUM ACEOF Vi SHIM OR IS A-iER H.SHIM '�to Z
TESTING PROTOCOLSTAS.201,TAB=ANNDTAS-203. ®B.TpTl13E0. ��ESPACEOFI/181NCHORGREATERO000R'o. IRGNST:S.LATS;AC.,"ti`933:.ALlBE6:uTALL:DL'i X11'-R v F g
SHIM(8)SHALL BE CONSTRl1CTED Of HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS �! Q r
PLASTIGORBETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SK46LL -{ °
3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®0.GLASS MEETS THE REQUIREMENTS OF ASTM NOT BE USED IN SUBSTRATES HATH STRENGTHS LESS 3
®TO THE STANDARDS LISTED IN THE 6TH EDITION(2014) E1300-0Id 4.FOR INSTALLATION INTO VAJOD FRAMING.USE/i2 WOOD THAN THE MINUAUM STRENGTH SPECIFlEO BY THE >'!- M
RLQIDENTIRIDA UR6OLUMES D13I COMPLIANCE
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 112 INCH ANCHOR MANUFACTURER.
RESIDENTIALWLUMESAND�INOOMPIWNCEyYIT!{SA(p I0,DESIGNATIONSWAND'O'STANDFORTHE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 110t�
STANDARDS INCLUDING HIGH VELOCITY HURRICANE ZONE FOLLOIMNQ 11,10. II.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS W �
(HVHZ)REOUIREMENTB. X:OPERABLE PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE K
0 FUIEDPANEL !FOR INSTALLATION THROUGH U(BUCK TO CONCRETE 1 FOLLOWING PROPERTIES: w �
•.ADEQUACY OF THE EXISTING BTRUCTURALCONCRETE ® MASONRY,OR DIINECTLY INTO CONCRETE 1 MASONRY,
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 10 INCREASE IN ALLOWABLE STRESS FOR IMND USE 114 INCH ITW ADVANCED THRFJADFORNA TAPCONS OFA. WOOD PRO7ECTION.W00D PROTECTION.WOOD- a
RESISTING SYSTEM CAPABLE OF WTTHBTAHDINO AND LOADS WAS NOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TOACHIEVE THE FOLLOWING: ® PRESSURE TREATED SOUTHERN YELLOW PINE. I-
TRANSFERRING APPLIED PRODUCT LOADS TOTHE ® PRODUCT(S)SHOWN HEREIN.WIND LOAD $.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.65 LUMBER MUST
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER DURATION FACTOR(Cd•1.8)HAS BEEN USED FOR S.I.I. 1 in INCH MINIMUM EMBEDMENT COMPLY WITH STH EDITION FBCIFRCAS RELATED �&
OR ARCHITECT OF RECORD. WOOD ANCHOR DESIGN WHEREmwo- LY 3.12. 1-12 INCH MINIMUM EDGE DISTANCE TO WOOD PROTECTION. till
6.1X AND 2X BUCKS FAILURE GOVERNS.FOR OTHER MATERIALS, 3.2. MASONRY SUBSTRATE 8, CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF
(WHEN USED)SHALL BE DESIGNED AND APPROPRIATE SAFETYFACTORS PER THE 3.2.1. 1 INCH MINIMUM EMBEDMENT ® 26WpsIANDCONFORM8TOACI301. g
ANCHOREDTOPROPERLYTRANSFERALLLOADSTOTHE APPLICABLE DESIGN STANDARD ARE USED. 3,22. 21NCHMINIMUMEDGEDISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C90.
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE MEDIUM WEIGHT WITH DENSITY>I W PCF. R"J.AmmM PF
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12.IN AREAS WHERE WIND-SORNE DEBRIS 6.FOR PARTING STOP INSTALLATION USE/8X112INCH FWOPI-W40762
RECORD. PROTECTION REOUIREMENTSEXIST,USE OFAN WOOD SCREWS.
1111111
B.THE INSTALLATION
ERIC AND MAY NOT ILS DESCRIBED
HEREINI.CONDITIONS N EDED APPROVED IMPACT PROTECTIVE SYSTEM IN NOT 7.MINIMUMWALL EMB9,MENT AND W EWE
OT TAINTED EXCLUDE ,,��p� '��1AMES q�o,��i"�
FORASPECRFICSITE IFSITECONDIT(ONJCAUSE STUCCO.FOAM.BRKKVENEERAND SIOI&T. v\GENg�.•��i
INSTALLATION TODEVMATEFROM THE REQUIREMENTS Q•. NO 497 2 %LC
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY Zl��i�
ELECTONE OF THE FOLLOWING OPTIONS-. ) of
A.OUT810EMMREQUIRE THAT ALICENSED TAT OF :�tU
ENGINEER QRAR6FIITECTPREPARE AND SUBMITSITE SPECIFIC .0•,A`
S FOR USE WITH
B.N DEMFNT.- QWRETHATTAONETIMEsrtEIS +, O�A tNN6`,'
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS
® FROM THE MIAMW ADE COUNTY PRODUCTCONTROL. SHEET REV. SHEET DESCRIPTION
7 F GENERAL AND INSTALLATION NOTES PRODUCTRFIFIS[4)
2 F. ELEVARMA AM ANCHOR LAYOUTS ,._.;,`. o Id"noojtrpeiulhofWd6.
3 F VERTICAL SECT10N6 Ddldin/Cb14W
4 F. H(MNIZOHTAI:SECTIONS.GLA71NGDETAIL 6CORNER DETAIL, DESIGN PRESSURE RATING(PSF) IMPACTRATINO
6 F CORNERDETAIL lAR0E�1IS811E
8 F COMPONENTS AND BILL OF MAY 1".0 IMPACT Pmdx1
a
7 3/4"MAX FROM ----�. a
CORNERS(TYP.) 12"MAX.O.C.(TYP. o a a
@ HEAD&SILL —@ HEAD&SILL 121/2"MAX.O.C.(TYP.)
FROM PARTINGx 19
a c
STOP CORNERS HEAD&SILL
/4"MAX. 9
FT FROM PARTING 1
STOP CORNERS(TYP.)
5112"MAX. �
FROM FRAME
CORNERS(TYP m
O.C.TYP. O X O.C.TYP. a
74"MAX. has 10 s
FRAME WIDTH
34 x
MAX.3g 1 MA INSTALLATION
D.L.O. D.L.O. ANCHOR(TYP.)
Q:RRAM
g
PARTING STOP 8"MAX.O.C.FROM 4i
ANCHOR(TYP.) "�"� FRAME CORNERS(TYP.)B C STEEL REINFORCEMENT r MAX.(TYP.)@ HEAD&SILL
MAX. FIXED Wl(2)EVENLY FOR WOOD SCREWS a
D.L.O. 3 3 SPACED METAL SCREWS 4"MAX.(TYP.)@ HEAD&SILL® d
FOR CONCRETE SCREWS
ii
FROM C.L.(TYP.)@ HEAD&SILL Q runa�•u.aum•pe
FMIOP.E,fki X0762
PE�
(TYD F WMAX.FROM C.L.(TYP.)®HEAD&
�� 3 4 571/2" SILL FOR WOOD SCREWS. ���•u+7enaq��
7"MAX.FROM C.L. P.) a@ HEAD& `��4t. MES
4 y
O X 4 MAX. SILL FOR CONCRETE SCREWS.
ii D.L.O. 0 48
ANCHOR LAYOUT STATE �F
iiSTEEL EXTERIORVIEW T Pr�''•`�
/�/ �'••c o Fl..
REINFORCEMENT
�'�i,S�0111A�
n all
1 112"x 114"WEEP HOLE rea7ucre7.�nsen
u oa"l='Vh tea ltalA
A 2 518"FROM END(TYP.) AteNo
pt
3 ELEVATION n���•�
EXTERIOR VIEW
ONE BY WOOD 112 WOOD SCREW12 ONE BY WOOD t
BUCK BY OTHER 81/4" ITW TAPCON INSTALLATION ANCHOR BY OTHERS v+ N N
(SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR 7/g'• MIN. (SEE NOTE 5, SHT. 1) s
WOOD BUCK PROTECTION BY 1 1/2" MIN• SHEATHING EDGE DIST• TWO BY WOOD eD
EDGE DIST. BY OTHERS c c
OTHERS (SEE INST, NOTE BY OTHERS (SEE NOTE 4, SHT. 1) :d
CONCRETE BY OTHERS ti•;' EXTERIOR FINISH V
(SEE
NOTE 4, SHT. 1) 1 1/2" MIN.m BY OTHERS "t
Y1s�
EMBEDMENT 18 X 1 1/2" 1 1/2" MIN.
08 X 1 1/2" ,;t�,w; —�- WOOD SCREW 'rY; EMBEDMENT a
WOOD SCR 14 7•: 14 88 X 1 1/2, 14 {;......
WOOD SCREW 1/4" MAX. x tt U.
EXTERIOR FINISH 1/4" MAX. 1e 'r`t SHIM SPACE
BY OTHERS O SHIM SPACE
PERIMETER CAULK
BY OTHERSj 10 21 PERIM BY OTHE
t
6 f I 21
5 Ill �
2 4 1 6 HEIGHT
V ¢ b
4 5 6
16 15 2 4Q �t x
g°�
15 07 W�� !♦
1e �
B IIVERITICALSECTION
MaWSUBMWE
WINDOW EXTERIOREXTERIORl
O781A"�P"'�"S11Ow"
HEIGHT F �SEE GLAZING INTERIORC VERTIgALSECTION INTERIOR
� e
SHEET 3 15 OmAsL tETAI ern mstwwer, en , �
16 Fiximsnm st
4 n
2 27, 6 INTERIOR
5 21 11 9 2 6 16 4 15 g
I
6 FnAda REE No.0752
24 QU� 23 ����`�JAMES 4!4i,,�
PERIMETER CAULK 10 .��4Q:••GENS 09G
BY OTHERS 0'
10 #8 X 1 1/2"
14 No 497
WO D 1SCR 2. 14 Q O/OD MAX.SCR
17
jSHIM SPACE STATH F
EXTERIOR FINISHBY •�,l ?�
THERS ,. ,SR`s• OR104.0\i��
CONCRETE BYOOTHERS f`: !,� a 4 ���!s+ONA„ ���`�
(SEE NOTE 4, SHT. 1) `"' a ° a EMBEDMENT
...
15 16 16 25 Va�crnd7WwiimtFiaW
ONE BY WOOD 1/4ITW TAP1 1/2MIN. d aApcoes
BUCK BY OTHERS J " CON 13 " Qg nRertNs. I&db
(SEE NOTE 5, SHT, 1) NSTAILATION ANCH R EDGE DIST. o>M!
07000 BUCK PROTECTION A VERTICAL SECTION D HORIZONTAL SECTION nr
ez�. S plgm ade PrOW
BY OTHERS (5EE IN ST: u�XWSHOWN•
NOTE 11A
1/4• MAX. SHIM SPACE G "
M8 X 1 1/2. 14 SHIM AS 8 X 1 1/2• WOOD SCREW
WOOD SCREW 1/4" MAX. REQUIRED 14 1 1/2" MIN. EMBEDMENT - CONCRETE
1 1/2' MIN SHIM SPACE 15 18 3 7 8 t0 13 1" MIN. EMBEDMENT - MASONRY
EMBEDMENT INTERIOR 1/4' IiW TAPCON INSTALLATION ANCHOR d c
SHIM AS REQUIRED
10 1 19 n 18
'v
1 1/2" MIN. EDGE DISTANCE - CONC.
�l
INSiALLATIONDANCHOR 12 p,' ° 2' MIN. EDGE DISTANCE - MASONRY LtN
a
I--CONCRETE OR MASONRY = ,�
7/8' MIN. °°- ° BY OTHERS
EDGE DISTANCE ° _ (SEE NOTE 4, SHT. 1)
ISOLATION MATERIAL BETWEEN a
1_ 0 2 8 2t 23 Q -°, WOOD BUCK be MASONRY �o W
TWO BY WOOD l' OPENING BY OTHERS e
FRAME BY OTHERS O ONE BY WOOD
(SEE NOTE 4, SHT. 1) i'i�z „v€. pk r p BUCK.BY OTHERS �0 a I
SHEATHING-� ti Y ; p - 'Q (SEE NOTE B. SHT. 1) a .n
S 1 10 3 ""
BY OTHERS 20 15 E�61Q$
b8 X 1 t/2" X•S.:r•T�tret 14 #8 X 1 1/2• r w
WOOD SCREW 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW
EXTERIOR FINISH BY OTHERS BY OTHERS
BY OTHERS Bim!OTHERS IOR FINISH y g�
E HORIZON SECTION F HORI ONT L SECTION W g
L ?Amt swarti.
0f4RAiQEMNPJ.>��{Ri P�D�oB PPAANPH�SWASO"'
7/6" O.A. LAMINATED GLASS CONSISTING
16 OF: EXTERIOR LAMINATED GLASS — -t
(2) 1/B'ANNEALED GLASS W/ O.OSG• Ell e
KURARAY AMERICA INC. BUTACITE $
INTERLAYER, 0.39' AIRPSACE W/
DES=ANT MATRIX STEEL SPACER, M1l.Amo uo•P-E.
INTERIOR 1/8"TEMPERED GLASS F1df0aPEN0.�pTy
i 6 26
16 ® 16 ..........G EEN. �•y
EXIEBIOS Ak INTERIOR017No 40 1 2" STATGLASS BITE INTERI� " GLASS BITE pJIL727 ® s�...,GLAZING DETAIL 1 P R
GLAZING DETAIL 2 e pceaallo >a
By
Mimi Prod-d
WELDED MITERED ci ci
0
CORNER CONSTRUCTION
9a n
its.
2!'O.C. log
(TYP.) 21
TILT LATCH
0-697' STEEL-ZINC COATED
0.1767 0.32r
0134V
0,20V R~j Am"APE
SHIM v I nxi"
NOTE: CORNER DETAIL 9X PT WOOD BUCK 0.37r 0 0.7W
PARTING STOP EXTERIOR PERIMETER BY OTHERS T
O.iwj "#!sf 1
VE.
TO BE SEALED TO IX PT WOOD BUCK 0.37r 1.9w 7z2w .1�,G F IV
,*ioF.fN4&* ..
WITH SIKA 651 SILICONE 6.622" No +07522
A-
0
1.0or
I'Dir 0.70V
_T 0—
"705 T
[Trl 4or
_0w 0.16r]
,
ppJmucr REriSCD
wf�o. "flbo*f:lww:
jlam=
or
�1 MAINFRAME WEEP HOLES(SILL): SASH FRAME GLAZING STOP-OPERABLE LITE a
WHITE RIGID PVC 112"X 112"EACH END(INT.TRACK} WHITE RIGID Pvc Q GLAZING STOP W/HANDLE 4 WHITE RIGID PVC N
0.070"THK 1/2'X318'MIDSPAN QNT.TRACK) 0.068'THK. WHITE RIGID PVC 0.055-THK. a u I
618'X 3W EACH END(EXT.TRACK) 0,055"INK
4 3/16" 1 S1f16 5/16` u15/16' �n
�� /16`
1 s/1s'
2 3/4" ` (�7 SASH COVER 17 GLAZING STOP-FIXED LITE is PANEL STOP/FRAME COVER $
i 318» WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC
0 0,075•THK 5/16` �0,07WINK I 5116`0.060"INK
_.__...� _
i/2" 9/16'
"t ��
�--—3 1/4" 1 3f6" i" —T 1
J
Aja d 1S
POCKET COVER Qg POCKET COVER
(EXT.TRACK) In.TRACK) TILT LATCH BILL OF MATERIALS
WHITE RIGID PVC STEEL-ZINC COATED ITEM E DESCRIPTION MATERIAL SUPPLIER _ �L
0.070°INK WHITE RiGiD PVC a a
0.070•THK. 1 MAINFRAME WHITE RIGID PVC RYVDP �6 o�
SEE SHEET 6 2 SASH FRAME WHITE RIGID PVC •'RWDP y 'v'ia
3 GLAZING STOP WITH HANDLE WHITE RIGID PVC ••RWDP
4 INGSTOP-OPERAI3LELITE WHITE RIGID PVC "RWDP
1 1116` 1 1 f fi" 5 POCKET COVER EXT.TRAC WHITE RIGID PVC ••RWDP
�1 6 POCKET COVER INT. RAC WHITE RIGID PVC "RMP � e
7 SASH COVER WHITE RIGID PVC ••RWDP g
1 7/81 XEP �3W EACH D 8' REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 100811010• REGENCY PLUS,INC. b
114"X 011W MID SPAN 9 INT£RL K COVER WHITE RIGID PVC "•t2WDP Q
10 PA NO STOP WOOD PT SYP G-0.65 MIN.
11 CAM SWEEP LOCK A KEEPER STEEL. TRUTH
INTERLOCK COVER �e REINFORCEMENT 18 FIXED MEETING RAIL 12 012 WOOD SCREW INSTALLATION ANCHOR
WHIT£RIGID PVC SASH FRAME
0.070°THK STEEL WHITE RIGID PVC 13 1l4'ADVANCED TNREADFORM TAPCON ITW
0,050'THICK MOW INK 14 FOX 1'U2"WOOD SCREW -- RoW J.Aftroo.P.E.
Fy=30-508KI 16 718`O.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL FW44 P.E ft 497$2
DETAIL ON SHEET 15/16" Fu=37.5.88.TKPSt 18 SIKAFLEXS523 SILICONE S1KA ���� SP �St����r
1(6P�s1 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC "RWDP ,.+D��;rv�G E1VSF,p,¢G
�- 1 3/4" j18•� 2 3/16' 18 FIXEO MEETING IL WHITE RIGID PVC •'RWDP Q; 14 49 5
�43/4' 19 PANEL STOP/FRAME COVER WHITE RIGID PVC ••IV" N. `
O20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC '•RWDF � .
10 PARTING STOP QREINFORCEMENT 21 FINSEAL WEATHERSTRIP VINYL ULTRAFASO,- TATE a _
W0M FIXED MEETING RAIL 2 1/16'� 23HUft2-2 RlNCANE TILT LATCHHOUSED A(tOS7 EN9(SEE NOTE BELOW]L ROLLERS ST EL ZINC COATED VISION IND,ON STEEL SAUNDERS EN" rr 'Z O R 1'D Q''•�a�
0.05STEEL0"THICK POCKET INSERT 24 WEE HOLE MRS PLASTIC RO-M AI �iB�UhtAt
Fy=30-50 KSI FIXED PANEL 26 REINFORCEMENT FHXEO MEETING RAIL 16 GA. STEEL ALLOY 100811010 REGENCY PLUS INC.
Fa=37.6-68.7 KPSI WHITE RIGID PVC 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL
27 GIAZINGPAO BETTING BLOCK-2N8 bK-iTb 02&026 NEOPRENE FRANK LOWE MUXA C7RSYLSBD
1 1/2- 0.060'THK NOTE:HURRICANE TILT LATCH BY VISION IND,USED TO SECURE OPERATING SASH TO MASTER 1°CNNd "'�' fo'k
WiW6r;[Dde
FRAME.NOT SHOWN IN DRAWING. p ko
..L_. 15/16 Balm
`('— ( •ASTMA-A1D08A1A109 RWDP:ROYAL WINDOWS AND DOOR 0Y
1/8- r"� PROFILES,PLANT NO.13 MD NOA NO.12-1120.01 o r�