HomeMy WebLinkAboutProduct Approval (2) MIAMI-DME `
MIAMI—RADE 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
(!1024 ACCEPTANCE OA www.miamidsde.gov/economX
s,Inc.
Gap highwayel,TA 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 mariner, 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.
ESCRIPTION:Series 115405"White PVC Horizontal Sliding Window-L.M.I.
.APPROVAL DOCUMENT: Drawing No.--RPLS0063, titled "Impact Series 5.405 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 SmAtMissile Impa=ct
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 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.115-061&03
MIAMADE COUNnr Expiration Date: July 22,2019
` Approval Date: October 01,2015
Gj)2gJj5 Page 1
Reeeney Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1210.12)
2. Drawing No. RPLS0063, Sheets 1 through 6 of 6, titled "Impact Series 5405
Horizontal Slider Window", dated 11/26/08,with revision H dated 09/24/15,prepared
by PTC, LLC,signed and sealed by Robert J.Amoruso,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBG,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 horizontal j
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 and sealed by
'Harold Rupp,P.E.
(Submitted under NOA No. 08.1210.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'b
Edition (2014),dated 03/31/15,with revision dated 09/01/15,prepared by PTC,LLC,
signed and sealed by Robert J.Amoruso,P.E.
2. Glazing complies with ASTM E1300-04e01
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,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, approved on 02/28/13,
expiring on 02/28/18.
Manuel a ez P.E.
Product Contr 1 Exa liner
NOA No. 618.03
Expiration Date: July 22,2019
E-1 Approval Date: October 01,2015
ReLencv Plus,Inc.
NOTICE`OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to,of complying with FBC 511,Edition (2014) and of
no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by
Robert 1. Amoiuso,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 05/01/09,both signed and
sealed by Harold E.Rupp,P.E. -
(Submitted under NOA No. 08-1210.12)
3. Laboratory compliance letter in the Test Report No.NTCI.-110-11507-1, issued by
National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold
E.Rupp,P.E.
(Submitted under NOA No. 08-1210.12)
G. OTHERS
1. Notice of Acceptance No. 14-0128.06, issued to Regency Plus, Inc. for their Series
"5405" White PVC Horizontal Sliding Window - LX1., approved on 03/20/14 and
expiring on 07/22/19.
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Manuel .E.
Product Control .xa mer
NOA No.I 18.03
Expiration Date. July 22,2019
Approval Date; October 01,2015
E-2
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REGENCY PLUS, INC. o a s
IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW - L1VII QF
INSTALLATION ANCHORAGE DETAILS C
MErc 8
z 0 U.
GENERAIL NO7PS�
WBTALLATiON NOTES:
1.THE PAODUCTANCHORWE SHOWN HEREIN 18 DESIGNED 7.MATERIALS: t.ONE(1)INSTALLA710N ANCHOR IS REQUIRED AT EACH S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
TO COMPLY NATH 6TH EDITION(2014)FLORIDA BUILDING ANCHOR LOCATION SHOWN MUST BE MAGE CORROSION RESISTANT MATERIAL OR
CODE(FBC)-BUILDING AND RESIDENTIAL VOLUMES 7.1WWDONFRAMEMATERIAL ROYALWINDOWi HAVEACORROSION RESISTANT COATING.
INCLUDING THE HIGH VELOCRY HURRICANE ZONE(HVHZ) DOOR PROFILES.PLAT 13 RIGID VINYL PVC PER 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
THE DESIGN PRESSURE(8J STATED HEREIN
MIAMI-0ADE NOTICE OF ACCEPTANCE(NOP NO. THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO
NOT INSTALL 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BAs 12.112DA2. PRODUCT INSTALLATION. ,(PINTS.EDGE aBTLANCE IS MEASURED FROM FREELATION ANCHORS INTO
UPON SIGNED AND SEALED TEST REPORT 0 ® 1.2 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR E009 OF MORTAR JOINT INTO FACE >
NCTL-11011507.i DATED OyRfte AND ASSOCIATED BUTACITE INTERLAYER PER MiAMiF-0ADE NOTICE OF THRU MAIN FRAME WARTH LOAD BFARINO SNRi(S). SHELL OF BLOCK: Z
LABORATORY STAMPED DAAWIN08 AND WERE TESTED IN ACCEPTANCE(NOA)NO."14-MG.10. MAXIMUM ALLOWABLE SHIM SUE IS 114 INCH.SHIM Q
® ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONEWNERESPACE OF 1118 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN
TESTING PROTOCOLS TAS 201,TAS 202 AND'TAS.20& ®S.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURE"
PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
3.THE PRODUCT WAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS s
®TO THE STANDARDS LISTED IN THE STH EDITION(2014) E13004)4o1. 4,FOR INSTALLATION INTO WOOD FRAMING.USE 112 WOOD THAN THE MINIMUM STRENGTH SPECtFlED BY THE �-
FLORIDA BUILDING CODE(FSC)_BUILDING AND SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 I&INCH ANCHOR MANUFACTURER.
RESIDENTIAL VOLUMES AND IS IN COMPLL 1 CEWITH BALD i0.DES(GNATIONS WAND-0'STAND FOR THE MINIMUM EMBEDMENT.MINIMUM MOE DISTANCE IS 716
STANDARD INCLUDING APICAL VELOCITY HURRICANEZONE 11
FOLLOWING: - INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS �
(HVHZ)REQUIREMENT. X:OPERABLE PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE y gt
O:FIXED PANEL S FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I FOLLOWING PROPERTIES:
4.ADEQUACY OF THE EXISTING BTRUC7IMAL CONCRETE ® MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, yL
RES STING S D TE FRAMING AS A WUN NANO FORCE 11.A V3 INCREASE IN ALLOWABLE STRESS FOR WIND USE 1N INCH ITW ADVANCED THRFADFORMI TAPCONS OF A. WOOD PROTEC71OMWOOD PROTECTION-WOOD- y a �
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND LOADS WAS NOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: ® PRESSURE TREATED SOUTHERN YELLOW PINE.
TRANSFERRINGAPPUEDPRODUCTLOADSTOTHE ® PRODUCT(S)SHOWN HEREIN.WANDLOAD 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVRYOF0,55LUMBER MUST t ya �bb
STRIX;TURE IS THE RESPONSIBILITY OF THE ENGINEER DURATION FACTOR MA-1.6)HAS BEEN USED FOR S.I.I. 1 112 INCH MINIMUM EMBEDMENT CDIdPL1!WITH STH EDITION FBCIFHC A8 RELATED u p
OR ARCHITECT OF RECORD. WOOD ANCHOR DESIGN WHERE WDOD-0ONLY 3:1.2. I-=INCH MINIMUM EDGE DISTANCE ® TO WOOD PROTECTION. C
FAILURE GOVERNS,FOR OTHER MATERIALS 5.2. VMONRY SUBSTRATE B. CONCRETE-MNUMUMCOMPRESSIVE STRENGTH OF C�
5,IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND APPROPRIATE SAFETY FACTORS PER THE 5,2.1. 1 INCH MINIMUM EMBEDMENT ® 2500 Pal AND CONFORMS TO ACI 301. Q
ANCHORED TO PROPERLY TRANSFER ALL LOADS TOTHE APPLICABLE DESIGN STANDARD ARE USED, $12. 21NCH MINIMUM EDGE DISTANCE C. MA60NRY-STRENGTH CONFORMS TO ASTM C9%
STRUCTURE.BUCK DO"AND INSTALLATION IS THE MEDIUM WEX)HT WITH DENSITY a 117 PCF. PAbal A Amwm.P 9
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12.IN AREASIMLEREWMND•SORNEDEBRIS 6.FOR PARTING STOP INSTALLATION USE 08X1i2INCH FraMaPe.Natnez
RECORD. PROTECTION REOWREMENTSEXIST"USEOFAN WOODSCREWS.
APPROVED M
GENERIC INSTALLATION MAY NOT ILS DESCRIBED
HEREIN
ARE
CONDITIONS HEEDED. IMPACT PROTECTIVE SYSTEM IN NOT 7•MINIMWALLFW FINISHES.MEET ANINCLUDID
EDGE DISTANCE BUT NOT LIMITED EXCLUDE 01 ,C EES 4f*
IF SITE CONDITIONS TO
FOR A SPECIFIC SITSTUCCO.FOAM,BRICKVENEERANDSIDING •'V 8F��CONDITIONS CAUSE Q � No 497 :O
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY ,
ELECT ONE OF THE FOLLOWING OPTIONS: = 6 �� I�
A-OUTSIDE IfllFli:REQUIRE THAT LICENSED SUBMITPARE AND
• TAT OF t�v/
ENGINEER�SPECS�DOCUMENTSCHITECT SFFOR USE NTH THIS �i0 oe............
�0;
B.INSIDE HVHZ REQUIRE THATA ONE-TIME SITE TABLE OF CONTENTS
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED
® FROM THE mWAM ADE COUNTY PRODUCT CONTROL. SHEET REV. SHEET DESCRIPTION
I F GHNERAL AND INSTALLATION NOTES PRODUCT REVISED
2 F ELEVATIO015ANCHOW9YOUTS ^=� u°wnplrtryw�6iheFl`RM.
Nwule ycwo x.03
3 F VERTICAL SECTIONS L*a��
4 F HORIZONTAL SECTIONS,GLAZING DETNL 6 CORNER DETAIL DESIGN PRESSURERATING(P$F) IMPACT(LATINO
5 F CORNER DETAIL LARGE MISSILE
Q F COMPONENTS AND BILL OF MATERIALS 3�'0 IMPACT M V�oducl
I12WOOD SCftew 12 ONE BY WOOD
ONE:BY w00D INSTALLATION AN . BY OTHERS N N
1/4" ITW TAPCON ANCHOR (SEE.NOTE 5. SHT. 1)
BUCK BY OTHER 13 INSTALLATION ANCHOR 7/6" MIN. a
(SEE NOTE 5, SHT. 1) SHEATHING EDGE DIST. TWO.By WOOD
1 1/2" MIN. d d F
WOOD BUCK PROTECTION BY lvl 6
OTHERS (SEE INST. (VOTE EDGE GIST.�. BY OTHERS (SEE NOTE 4, SHT, T) �.
CONCRETE 8Y OTHERS :'. EXTERIOR FINIISint`t,
I��+ •�' • 4 ® BY OTHERS ..+.,-�; 1 1/2 MIN. i3 7751
SEE NOTE 4. SHT. 1 ;v ., ' v v Q 1 1 2° MIN. !L,
(11 ) EMBEDMENT �a x 1 1/2" Y EMBEDMENT 8
LCl ,;„`; WOOD SCRINI gyp,.y
18 X 1 1/2'. ; ... .:. 14 f}8 X 1 1/2 14 tt•. x W $
WOOD SCRE J,_';; WOOD SCREW MAX.
� "SHIM SPACE
EXTERIOR FINISH 1/4 SPACE
10 +
BY OTHERS SHIM
PERIMETEROTHERS Q� 10 31 PERIMETER CAULK 10 $ q
BY BY OTHERS Q�
1 0 21
jfi a
0 WINDOW
��� HEIGHT � -1
2 �—� 4
i0 15 a 4.
Z
16
VE TICAL S ION
cm,"MmsullnWATU INTERIOR
WINDOW EXTERIOR PAPIMM t INTERIOR EXTERIOR
HEIGHT SEE GLAZING C VE CAL SECTION
DETAIL 2 16 ppg[Ai18PANP1 SN�iwN. °
td SHEET 3 Ey':€°sr►ntaR INTERIOR
4
2 27g S
5 t1 8 2 6 16 4. 1$
21
pup�tta,Nnpuw,PE
1 0 ��stFm+i�tr
3AMES 4���i�
24
PERIMETER CAULK 10 2i a' No 4117
10 0e X 1 1/2" 1
BY OTHERS QQ 14 000 SCREW.
17 ''
WOOD 1SCREW 14 ^f SHIM SPACE E F
E STAT �', �W
i FS 0 R 1 O ap��,�
® EXTERIOR FINISH
BWits
t E—pa
Y OTHERS ,,: ;; _.—
CONCRETE BY OTHERS
;.d EMBEDMENT Ln zy�A�crRsvctOn
(SEE NOTE 4. SHIT. 1) { , v.41 15 10 10 25 ramtAMP 00
► ..IiakFio�iW.
Ob
ONE BY WOOD
BUCK BY OTHERS 1/4" ITW TAP13 I 1/2" MIN. �j, E�YIl:BL4S �• """�p°D'"
(SEE NOTE 5. SHT. 1) INSTAL LAT{ON CoANCH R EDGE DIST. D HORIZONTAL C ION By
WOOD BUCK PROTECTION A
VERTICAL SECTION
BY OTHERS (SEE INST. °rs " PRUWN'
NOTE 11A
1/4° MAX, SHIM SPACE #8 X 1 1/2" WOOD SCREW
#8 X 1 1/2" » SHIM AS 14 1 1/2" MIN. EMBEDMENT - CONCRETE �' T
WOOD SCREW 1/4" MAX. REQUIRED - a
1 1/2" MIN SHIM SPACE 15 '18 S 7 .8 10 1" MIN: EMBEDMENT - MASONRY b
EMBEDMENTINTERIOR 13 1/4` R1EI TAPCON INSTALLATION ANCHOR c c
10 ,1 19 17 16 3t
SHIM AS REQUIRED K'
1 1/2"° MIN. EDGE DISTANCE - CONC. p
J/12 WOOD SCREW 12 q - V p.• � 2° MIN. EDGE WLn
STANCE - MASONRY K F
INSTALLATION ANCHOR
.;--CONCRETE OR MASONRY
pp 9 BY OTHERS'
7/8° MIN. (SEE N07E:4, SHT. 1)
EDGE DISTANCE
:Q .Q ISOLATION MATERIALA. BETWEEN 8 „
J� 2 B 21 29 Q V, WOOD BUCK do MASONRY o
TWO BY WOOD i OPENING BY OTHERS z _
e D O ONE BY WDD &
FRAME BY OTHERS
(SEE NOTE 4, SHT. 1) eyk W .`r ���,e BUCK BY OTHER$ v 3
SHEATHING �4 7 Q (SEE NOTE 5, SHT. 1) a J
BY OTHERS 20 16 EXTERIOR 5 1 '10 r j lal
12-
X i 1/2" 14 10 ERIMETER CAULK PERIMETER CAULK
WOOD SCREW 14 W
D O SCREW
WOOD
FINISH BY OTHERS BY OTHERS na`o lz
EXTERIOR FINISH q
BY OTHERS H o
HORI�ZONTALtlSEC ETON F HORIZONMT�AT SECTION HERs W s x
OnOtAA&EPAHPI..SWQ.WMUM
Lu �
fR�DPANPI.SINO.ApLu
. �LLLLa1l ,� F
7/8" O.A. LAMINATED GLASS CONSISTING ` >r
t5 OF: EXTERIOR LAMINATED GLASS
(2) 1/8• ANNEALED GLASS W/ 0.090• Q' e
KURARAY AMERICA INC. BUTACITE
INTERLAYER, 0.39' AIRPSACE W/
DESICCANT MATRIX STEEL SPACER, fl0O'�Jh1 ONNO.P-e
INTERIOR 1/8' TEMPERED GLASS flow-PE.No.497w
16 16 pot' AMES 1P`�If, �
EXTERIOR ` 1e ",- \
® �`���iQ�vcEAiB �qm
2 INTERIOR O: No 4 1�1
1/2" 17 �1 , STAT F t°�l
GLASS BITEI INTERIOR t i/2" GLASS BITE
Pte, t�
1 27 4 ,, NAL
\ 10
27
PRnourrxetnceo
GLAZING DETAIL 1 .�a�s�,rL��a
GLAZING DETAIL 2 e 1a
OP
M;m,( pmennc
a
A
WELDED MITERED
CORNER CONSTRUCTION Q
1 1 rL
go
g
> a
2..O.C. F U< v s
(TYP.)
a
im
4 14 j gU
TILT LATCH a ¢
0.69r STEEL-ZINC COATED #
0.170' 0 Q
8.345"
SHIM � o.xas• P
NOTE: CORNER DETAIL 7X PT WOOD BUCK a.37r ❑ 0.7W
0.100' +++�`�jpmu
PARTING STOP EX'T'ERIOR PERIMETER BY OTHERS 0.3rr �� 2.2W � ++�Q..�� s'••Z
1,900" @ •v F i
TO BE SEALED TO 1X PT WOOD BUCK °�`• No 49t52 •o
WITH SIKA 551 SILICONE &z
0.s0a• 1.Osr Q Q: 7A, 0
1.01r 0ao9• •'��opre*q�a8
0.157
0,644" 47 RMill
819sE0
m twOh<"r.eJ6 Yie Ft9ndr
nmkN� .ptf00
M«N�tla
Miem adG N+'d'�i
is
�1 MAINFRAME WEEP HOLES t8ILL): (DSASH FRAME GLAZING STOP-OPERABLE LITE ;
WHITE RIGID PVC 112"X 1i2"EACH END(INT,TRACK) WHITE RIGID PVC 3 GLAZING STOP Wt HANDLE q WHITE RIGID PVC
0.070'THK 1t2•X 318'MIDSPAN QNT,TRACK) 0.068"THK. WHITERIGID PVC 0:055'THK. a
SW X 318"EACH END(EXT.TRACK0.055"THK =
-�-. 5j16"
4 3/16" 1 11/16
1. L �� k+ o
?11/8" 5/16
1 9/t6"
2 3/4" $`�
------�- (i SASH COVER 17 GLAZING STOP-FIXED LITE 19 PANEL STOP/FRAME COVER b
1 3/8" WHITE RIGID PVC WHITE RIGID PVC VMTE RIGID PVC s o v
0.075"THK. 0.070"THK, i 0,050'THK.
5/16"
t/2" 9/16"
�---- I g Q
3 T/4" 1- .__ �»1 5fe .�
�sa
POCKET COVER g)POCKET COVER r
ij
{EXT.TRACK) (INT.TRACK) `�✓ TILT LATCH BILL OF MATERIALS c� c�
WHITE RIGID PVC ITEM A DESCRIPTtaN MATERIAL EUY+PUER `- 4
0.070"THK WHITE RIGID PVC STEEL-ZINC COATED ' a a I,j
1 MAIN FRAME WHITE RIGID VC "RWDP 3!
0,070"THK. SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC. "RWDP
3 GLAZING STOP WITH HANDLE WHITE RIGID PVC "RWDR
—Z' 4 GLA71NG STOP'-OPERABLE LITE WHITE RIGID PVC "RWDP c�
1 1/16" t t/16" 5 POCKET-COVER XT.TRAC WHITE RIGID PVC "RWDP �7S
8 POCKET COVER INT.TRACK) WHITE RIGID PVC "RWDP' g
7 &ASH'
COVER WHITE RIGID PVC '•RWDP 1 7/g' WEEP HOLES: 0 R INFORCEMENT(SASH FRAME)IS GA. STEEL ALLOY 100811010• REGENCY PLUS INC. U)1 7f 8" 314"X 378"EACH END 9 INTERLOCKCOVER WHITE RIGID PVC' ••RWDP v till,114"X SHB"MID SPAN Ig!S
20 PARTING STOP WOOD.PT SYP G=0.65 MIN. �-
@g INTERLOCK COVER REINFORCEMENT11 CAM SWEEP LOCK 6 KEEPER STEEL. TRUTH $
18 FIXED.MEETING RAIL 12 072 WOOD SCREW INSTALLATION ANCHOR
WHITE RIGID PVC SASH,FRAME $
0:070"THK 3TEEL WHITE RIGID PVC 13 1/4'ADVANCED THREADFORM TAPCON ITW
0.050"THICK 0.068"THK, 14 08 Xi lir WOODSCREW STEEL -- xoeatiLunawc'c•e.
�0`b"P�NO,°1M
FY=3y0-bOSKi 15 7t5"O.A.INSULATED GLASSEDOESEAL(SEEGLAZING GLASS u�s!tnrs
_T
115/1 6- Fu Q 37.5-88.7 KPSI DETAIL ON SHEET i6 StKA FLEX 562 3 SILICONE S1KA ��`��Z.
-T— 17 GLAZING STOP-FIXED UTE WHITE RIGID PVC "RWDP �1C6Ns np
1 3/4" /16-J 2 3/16- 18 FIXEOMEETIN RAR YAM RIGID PVC `•RWDP �:� No 40 S
�43/4' W PANEL STOP I FRAME COVER WHITE RIGID PVC "RWDP *:
20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "RWDP / ..
r@ !��ARTIJNG STOP ttl
NFORCEMENT 2t FINSEAIWEATtiERSTRIP YfNYt ULTRAFAB rAzi WOOD 2 1/16• 22 YLON HOUSED METALROL ER NYLON/STEEL SAUNDERS ENG'G � 'D MEETING RAIL. 23 HURRICANE TILT LATCH(1057 EWA"{SEE NOTE SELO M STEEL-ZINC COATED VISION IND. i�sS+ .........
STEEL 24 WEEP HOLE COVERS PLASTIC —WO-4m N�iyy ���,
0.060`THICK Q POCKET INSERT 26 REINFORCEMENT(FIXED MEETING RAIL 16 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC.
Fy= -50 KSI FIXED PANEL 28 END
UR 9.8 SS SPA STAINLESS STEEL CARDINAL
Fu=37.6.6-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD SETTING BLOCK-2NB-0K-125 826028 NEOPRENE FRANK LOWE nioo= D
0.060"THK. r aa�plytp+dtb�eft"
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— NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER ugta;��y
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PROFILES.PLANT NO.13 MONOANO.12•i120.02.