HomeMy WebLinkAboutProduct Approval MIAM1•DADE MIAMI-DADS COUNTY
o PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RES Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVI ION RECEIVE T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA) www.mlamidadLgov/economy
International Impact Building Products, LC JAN 3 X 70?0
5900 Australian Avenue,Suite#300
West Palm Beach,FL 33407 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
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"Titan 90"Aluminum Sliding GIass Door w/reinforcements-Impact
APPROVAL DOCUMENT: Drawing No.WII-47 Rev D,titled"Series Titan 90 Alum Sliding Glass Door
(L.M.I.)",sheets 1 through 7 of 7,prepared by AL-Farooq Corporation,dated 08/22/11 and last revised on
MAR 27,2018,signed and sealed by Javad Ahmad,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 Resistant
Limitations:
1. The frame area of alternate size unit shall not exceed the frame area of the tested approved unit per FBC
2411.3.2.4(i)(1).The panel height also must not exceed.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
series and following statement: "Miami-Dade County Product Control Approved",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.
TERNIINATION 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 I
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.
I
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its i
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises& renews NOA#14-0624.22 and consists of this page 1 and evidence pages E-1 &E-2,
as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No.18-0412.01
CMIAMIMADECOUNTMY
...� , Expiration Date: July Ol,2024 i
k- IApproval Date: June 28,2018
Page 1
1
International Impact Building Products,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS (submitted under files#11-0923.01/#09-0127.14)
1. Manufacturer's die drawings and sections.
2. Drawing No.Wll-47 Rev C,titled"Series Titan 90 Alum Sliding Glass Door(L.M.I.)", sheets 1
through 7 of 7,prepared by AL-Farooq Corporation,dated 08/22/11 and last revised on AUG 12,
2014, signed and sealed by Javad Ahmad,P.E.
B. TESTS (submitted under files#11-0923.01/#09-0127.14)
1. Test reports on 1)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per TAS 202-94
3)Water Resistance Test,per TAS 202-94.
4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
Along with marked-up drawings and installation diagram of an aluminum sliding glass door,
prepared by Hurricane Testing Laboratories, Test Report No. HTL-0171-0713.07,dated 08-01-
2008, signed and sealed by Vinu Abraham,P.E.
2. Additional OXO sliding Glass Door test report No. HTL-0171-106-07,dated 03-16-07 per
TAS 201,202 and 203-94, signed and sealed by Vinu Abraham,P.E.,issued to Plaza Door Co
(Now known as International Impact Products, LLC).
C. CALCULATIONS (submitted under files#11-0923.01)
1. Anchor verification calculations and structural analysis, complying with FBC-2007,prepared
by Al Farooq Corporation, dated 09/20/11 and last revised on OCT25, 2011, signed and sealed
by Javad Ahmad,P.E.
2. Glazing complies w/ASTME-1300-02,-04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co., Inc. for the
"DuPont Sentry Glass interlayer®", expiring on 01/14/17.
F. STATEMENTS
1. Statement letter dated 06/24/14, compliance to FBC2014(511 edition)and No financial
interest,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
2. Statement letter dated 11/16/11 compliance to FBC2010,prepared by Al Farooq Corporation,
signed and sealed by Javad Ahmad,P.E. (submitted under files#11-0923.01)
3. Statement letter dated 04/09/09, issued by Plaza Doors of all assets sold to Impact Building
Products, signed by Roy Elwell,president Plaza Door(original in file#09-0127.14)
4. Statement letter dated 04/09/09,issued by Impact Building Products of all assets purchased
from Plaza Doors, signed by Michael Fry,Managing Partner, International Impact Building
Products(original in file#09-0127.14)
5. Laboratory compliance, as a part of above test reports.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.18-0412.01
Expiration Date: July 01,2024
Approval Date: June 28,2018
E-1
International Impact Building Products,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises&renews NOA#11-0923.01, expiring 07/01/18.
2. Bill of Sales Assignment and Loan Purchase agreement between National City Bank and
International Impact Building Products.
2. New Evidence submitted.
A. DRAWINGS -
1. Drawing No.WII-47 Rev D, titled"Series Titan 90 Alum Sliding Glass Door(L.M.I.)",
sheets 1 through 7 of 7,prepared by AL-Farooq Corporation, dated 08/22/11 and last revised
on MAR 27, 2018, signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2017 (61
Edition),prepared by Al F,arooq Corporation, dated MAR 27,.2018, signed and sealed by
Javad Ahmad,P.E.
D. QUALITY ASSURANCE .
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont De
Nemours& Co., Inc.)for"Kuraray Sentry Glass interlayer®", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6`Edition (2017) and of no financial interest,
prepared by Al Farooq Corporation, dated 01/26/18, signed and sealed by Javad Ahmad,P.E.
2. Statement of lab compliance, as part of test report.
G. OTHER
1. This NOA revises&renews NOA#14-0624.22, expiring 07/01/24.
Ishaq I.Chanda,P.E. #
Product Control Examiner
NOA No. 18-0412.01
Expiration Date: July 01,2024
Approval Date: June 28,2018
E-2
i
DESIGN LOAD CAPACITY - PSF 208 11/16" r` a
AVC PANEL PANEL
MAX. DOOR FRAME WIDTH
ANCHORS IN PAIRS 3' 6' 3'
WIDTH HEIGHT ANCHORS INT.(-) 6"MAX. 20"MAX. AT HEAD/SILL/JAMBS 3' 6" 3"
INCHES INCHESA A
HEAD/SILL HEAD/SILL I, 20�/MAX. aJl Z n
36 90.0 90.0 CORNERS 0 z
42 90.0 90.0 HEAD SILL q W <
N
48 96 90.0 90.0 Q a
52 90.0 90.0 O 0,Z c U
54 86.7 86.7 II
60 78.0 78.0 111p.� LL
36 90.0 90.0 II C U y n
42 90.0 90.0 _--__- ____ O M
48 102 90.0 90.0Ti
F d O Q� o
52 90.0 90.0 II G 16 t
54 86.7 86.7 C u D E D rc U)o N
60 78.0 78.0 Q W
36 90.0 90.0
42 90.0 90.0 w II Q W m
48 108 90.0 90.0 = u
52 90.0 90.0
a __u__i
54 86.7 86.7 N d __ ___
36 90.0 90.0 N o
42 90.0 90.0 ^ o
4B 114 90.0 90.0 II V y
52 90.0 90.0 --------
54
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36 90.0 90.0
42 12D 90.0 90.0 �� o 1
48 90.0 90.0 II dp at=j v 1
52 90.0 90.0 -----II--___ _ IF
- ¢¢_ N
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY jj S n sj
EGRESS REQUIREMENTS PER FBC. I F d
B B W K\aa�
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FALSE MUNTIN - mw
OPTIONAL 47 1/8• 47 1/8" a
SERIES `TITAN 90' ALUMINUM SLIDING GLASS DOOR D.L OPG. D.L. OPG. epi
53
3/4
RCMiSJ198 with the F:+u:L� o a o
DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART PANEL WIDTH 53 3/4" lailNAtE{°�8 0 I Z_•01 `o ¢
SHOWN ABOVE. PANEL WIDTH TYPICAL ELEVATION c°tet-Ig-- -6 ".-.R r
� 0 yo24- l
E 8 3 9
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �- •' ¢ o 3
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE gy$r {odaet
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DAYLITE OPENINGS:
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE D.L.O. HEIGHT = PANEL HEIGHT - 7.ODO"
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS D.L.O. WIDTH = PANEL WIDTH - 6.625" c =«m
TO THE BUILDING STRUCTURE. DOOR FRAME HEIGHT = PANEL HEIGHT + 1.250" LAMINATED GLASS N o o m
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LARGE MISSILE IMPACT ` <<m o
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ```tttlll l�llt/IA2'', �
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT.
ALL SHIMS TO BE HIGH IMPACT, NDN-METALLIC AND NON-COMPRESSIBLE. SHUTTERS ARE NOT REQUIRED.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT t
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ o.70592
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. {7 -
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOTE: ^`0 •• An?5. 0
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY GLASS CAPACITIES ON THIS SHEET ARE �� '•I'I^S
'® •, STATE OF (y, drawing no.
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR BASED ON ASTM E1300-09 (3 SEC. GUSTS) �. .!2pR1DT;.:' \���
WATER INFILTRATION RESISTANCE ETC. AND FLORIDA BUILDING COMMISSION �eb?��` W1 1-47
CONDITIONS
TO BE REVIEWED BYN THIS BUILDING AWINGOFFICA.E TO BE ANALYZED SEPARATELY, DECLARATORY STATEMENT DCA05-DEC-219 AAI�ej®®m��t�VV`AND sheet_1of 7 {`
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T a date: 06-22-ti revisions: SERIES'TITAN 90'ALUM SUING GLASS DOOR(LM.I.) AL-FAROOQ CORPORATION a
no a e description
ENGINEERS&PRODUCT DEVELOPMENT
sccie: A to.za.tt REV.PER BNC COMMENTS INTERNATIONAL IMPACT BUILDING PRODUCTS, LLC
—+ .9360 SUNSET DRIVE,SUITE 220
N M] c 06.23.14 NO CHANGE THIS SHEET N 5900 PLAZA DOOR MIAMI,FLORIDA 33173 (C.A.N. 3538)
TARIO C 06.11 9 REV.PER RER COMMENTS 5900 AUSTRALIAN AVE. SURE#3 C
0 01.31.16UPDATED M 2017 FSC WEST PALM BEACH, FL 33407 TEL(305)284 100 FAX(305)262-6978
V �I ° chk try: TEL.(561)578-5450 FAX.(561)578-5460 COMP-ANL�
BILL OF MATERIALS (B.O.M.) 4inlU a
ITEM PART QUANTITY DESCRIPTION MATERIAL MANP./SUPPLTER/REMARKS 1
1 PDC-009 1 FRAME HEAD 6063-76 - 3
ao
2 PDC-012 1 FRAME SILL 6063-T6 - O F n m
3 PDC-0102 FRAME JAMB 6063-T6 - 2 ro a
4 PDC-058 1/PANEL PANEL TOP RAIL 6063-T6 - Q d e
5 PDC-059 1/PANEL PANEL BOTTOM RAIL 6063-T6 - 0 0�O1 �"..o
6 PDC-060 1/PANEL JAMB/LOCK STILE 6063-T6 - NWu
7 PDC-061 1/PANEL INTERLOCK STILE 6063-T6
8 PDC-002 AS REOD. ASTRAGAL STILE 6063-T6 - C t N n
10 PDC-022 AS REOD. SCREEN ASTRAGAL 6063-T6
11 PDC-041 AS REDD. HAND RAIL 6063-T6 - C d a'-t S
12 PDC-062 1/PANEL INTERLOCK STILE REINFORCEMENT, LENGTH PANEL HT. - 18' 6063-T6
13 PDC-092 2/PANEL INTERLOCK REINFORCEMENT, 12'LONG 6063-T6 19 g N
14 PDC-093 1/PANEL STILE REINFORCEMENT,LENGTH -PANEL HT. - 18' 6063-T6 - LL Z N n m
15 PDC-085 1 HI-RISE ADAPTER 6063-T6 - "
16 2-270-0 AS REOD. GLAZING GASKET(X-1842) FLEXIBLE PVC CENTRAL PLASTICS Q w Ms.f
17 3-310-0 2/MOV. PANEL ADJUSTABLE ROLLER ASSEMBLY - IIBP 0
ALUMINUM HOUSING,DELRIN TIRE,ST.STEEL BEARING
18 2-322-0 - DEADLOCK #1847-02 SS - ADAMS RITE m
19 2-351-0 - LOCK ESCUTCHEON#4430 - ADAMS RITE
20 3-001-0 - LOCK KEEPER - IIBP o o n
21 3-008-0 - TRACK RAIN PAN - IIBP
a n
22 3-009-0 - H.P.WEATHER TAB - IIBP � �n
23 2-400-0 AS REOD. .270 WIDE POLY-BOND FINSEAL#PB-8425-2211-0 - SCHLEGAL Z w o
24 2-402-0 AS REDD. .270 WIDE POLY-BOND WOOLPILE#PB-7525-6011-6 - SCHLEGEL o 9 N n
25 2-407-0 AS REDD. .270 WIDE POLY-BOND FINSEAL#PB-7531-6011-2 - SCHLEGAL
26 2-222-0 AS REDD. BULB W STRIPPING(EV-277) - CENTRAL PLASTICS ? ¢p a=n'
27 2-025-0 - #10-24 X 1/4"PFH UC SMS - AT 2'FROM ENDS& 14"
302-010-0 - #12 X 1-1/4'PPH SS SMS - 1 PER DOOR ROLLER
31 2-040-0 - #8 X 1"FH SMS - 2 PER 12"REINF. BAR
F tau
32 2-007-0 - #14 X 1-1/4"PH SMS - 2 PER DOOR PANEL CORNERS o a
33 2-019-0 - #8 X 1/2"PH SMS - I AT 3"FROM ENDS& 18' O.C. g �m w,
1/4" HEAT STREMD GLASS 34 2-069-0 - 1#8 X 1-1/4'SMS - AT 3-FROM ENDS& 18"O.C.
35 2-027-0 - 1#10 X 1-1'/4"MS TYPE F FH - AT 6-FROM ENDS& 12"O.C.
.090" Intedayer 36 2-042-0 - 1#8 X 3/4: PH SMS - AT 6"FROM ENDS& 18'O.C.
SentryGlos 39 2-027-0 1 #10 X 1-1/4'MS TYPE F FH - (1)AT 9"FROM BOTTOM
By'Kuraray America, Inc.'
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ai SONOBORN NP1 POLYURETHANE SEALANT
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GLAZING DETAIL � •�
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9/16' OVERALL LAMINATED GLASS :®'.•��9TATEOF drawing no.
FtoRIOP.•��yy\�` W1 1-47
�A�AS®®R9Pa@.1�t��� sheet 3 of 7
TYPICAL ANCHORS IN PAIRS
CLUSTER OF 4 PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS x o TYPICAL ANCHORS R PAIRS �U
SEE ELEV. FOR SPACING v TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS
CLUSTER OF 4 PAIRS AT STILE ENDS S 1-w CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING I
1BY WOOD BUCK EE ELEV. FOR SPACING IEDGE
SEE ELEV. FOR SPACING
EDGE DIST. 3'MIN. (SEE NOE BELOW),CNCRETEIs CTUR3� METAL ES3 KSF ETT • CONCRETE3 KSI MIN. EDGE 3MINEDGE DIST. 3".MIN. 3"MIN. DIST. IL o 0
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BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY PLAZA DOOR CLUSER OF 4 PAIRS AT STILE ENDS 9 C n
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEV. FOR SPACING m .N
a ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. o�I
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W ii l TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) s
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3
S 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
�i ii til tl
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
11 II 1-1/2" MIN. EMBED INTO GROUT FILLED-BLOCKS (JAMBS) o 9!T I,
i Ii Ili 81208UCiFH6YBfi8�
DIRECTLY INTO CONC. OR BLOCKS Qbacmplglu@wNLoslel o z o
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1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) A�asN° 17^0y"2'01 -fji 2" MIN. EMBED INTO CONC. OR FILLED-BLOCKS (JAMBS) E,ptro8as�te °'
1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) dr. I*g
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17 INTO MIAMI-DADE COUNTY APPROVED MULLIONS '
LLWNNLLL UUUUUULLL OR
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INTO METAL STRUCTURES (HEAD/JAMBS) m °o
BO 25 27 POURED& HARDENED v °u o
2 HIGH STRENGTH GROUT (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS °
c< m
Vc = 5000 PSI MIN. ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)NOT BY PLAZA DOOR
a
MUST OADSTTTO STRUCTURE (STEEL(STEEL•IN1 CONTACTWITHN.ALUMINUM TOKSI MIN.)BEPLATED OR PAINTED) \```�\I0I1�111� / ' a ,�
•e �• VC NS�c .,• �
TYPICAL EDGE DISTANCE % o n
�I •EDGE DIST' 3"MI CONCRETE Z05�
, INTO CONCRETE AND = 2-1/2" MIN. m $
3 KSI MIN. INTO WOOD STRUCTURE = 1" MIN. = u
INTO METAL STRUCTURE MIN.3/4" ' 9 e 9
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ttPICAL ANCHORS IN,PAIRS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. �i `.8 A OF
CLUSTER OF (4) PAIRS AT STILE ENDS CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. �7ji7 ®NAL
SEE ELEV. FOR SPACING C-90 GROUT FILLED-BLOCK AT JAMBS fpm = 2000 PSI MIN. 7T
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a aero: D3-zz-11 revisions: SERIES'TITAN 90'ALUM SLIDING GLASS DOOR(L.M.I.) AL-FAROOQ CORPORATION'N
w o 170 0 e BSCrI Ion ENGINEERS&PRODUCT DEVELOPMENT
scale: 3�8"a 1' A 10.24.11 REV.PER BNF COMMENTS INTERNATIONAL IMPACT BUILDING PRODUCTS, LLC
B 06.2},14 UPDATED TO 2014 FRC d/b/0 PLAZA DOOR 9360 SUNSET DRIVE,SUITE 220
� I dr.by: TARIO1 C 08.12.19 REV,PER RER COMMENTS 5900 AUSTRALIAN AVE. SUITE/{3 MIAMI,FLORIDA 33173 (C.A.N. 3538)
�• 0 Ol.sl.le UPDATED To 2017 FRC WEST PALM BEACH, FL 33407 TEL(306)264-8100 FAX(308)262.6978
V P chk by TEL(561)578-5450 FAX.(561)578-5460 COMP—ANL\Wit-47PD
4.703 3.625 250
1.
F.078 .125 � r•250
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1.2.90 12s 1..9.90 n W a
1 2.764 f w e a
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2.5011 -�I .570 0 Ll a
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1.139 Q JAMB/LOCK STILE c
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L2.937-� 1.500 O�G p �
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se14 t STILE REINFORCEMENT Q w m E
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1.321 .082 o �
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to SCREEN ASTRAGAL = m N n
.125 1.575
1.875 O j
Y- 375 0 m
.125
5.203 3[39
2.339 a
F p¢a v
.931
Q FRAME SILL N
a
.250w ��3
�I 1.25D N
O
q�,12s 12 NTERLOCK STILE STIFFENER
1
.239
pl1BHUCf HEViBE� N I
tieeaa01N7�+ewlththe PMweda
4.922 .TYP. .750 Aallo ° fz.p _
4.000 Id*pirttfan Ratel} o o
13 INTERLOCK REINFORCEMENT !L$d7
II o
.828 F�
-1.750- .2 o c o 0
C m U D
125 \\1Tllllllfffff
Q FRAME JAMB 15 HI-RISE ADAPTER TIP. 976
231 HARDNESS = 75 SHORE A 'VCTEN$F'•;®
3.375 TENSILE STRENGTH (100X SR2AIN)= 800 PSI m
TENSILE STRENGTH (BREAK)= 1900 PSI Pd0 50592
.250 2.000 ELONGATION AT BREAK- 3809, '• = a �'
1.188 .078 TEAR STRENGTH -250 LBF/IN
SPECIFIC GRAVITY- 1.27 , 1 o i
I .108 .595
OF Cy drawing no.
-d.975 .751 GLAZING GASKET 'moi �+'•.�OR.D..PVC MAW 1 1-47
11 HAND RAIL 16 EXTRUDEDTBY CENTRAL PLASTICS'
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m
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Q W LL N
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PANEL TOP CORNER
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FRAME TOP CORNER c o !
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APPLY BEAD OF SONNEBORN NPI SEALANT z v t n
AT TOP AND BOTTOM JOINTS o N n
rn m }
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JAMB NOTCHED TO RECIEVE HEADER AND SILL RIBS W1 ¢ a.1 a N
APPLY BEAD OF SONNEBORN NP1 SEALANT
AT TOP AND BOTTOM JOINTS
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m\m�w
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OW2
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1/4"X 1-1/2"DRAIN PAN5� - -
FACTORY APPLIED o z r R t
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/ WEEPHOLES:
Wt = CLUSTER OF SIX 3/8" WEEP HOLES AT 17" FROM
EACH END AND 21" O.C. w_ g
W2 = 1/4" X 1-1/2" OPENING FOR DRAIN PAN AT 17" FROM 2W
o� H
EACH END AND 21" O.C. ` o< m
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30 CiFPWvg wi&L'W w ik No.70592 �� c
F1r�Tvg Cvdv y'7 � "73_ o u t
/- - Avtepmate nv /$-[�4/2.•U� o � o
FRAME BOTTOM CORNER PANEL BOTTOM CORNER I I' �tc•` 4 ®.kfe V ATES�5�1t Q{,7` drawing no.17
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ROLLER FASTENER DETAIL
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