HomeMy WebLinkAboutProduct Approval MIAMI-RADE MIAMI-DADE COUNTY
UDUCT CONTROL SECTION'
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY S E Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION �iamid
F(786)315-2599
NOTICE OF ACCEPTANCE OA RECEIVED wwd' ov/econom
International Impact Building Products,LLC
5900 Australian Avenue,Suite#300 N O V 0`5 2019 '
West Palm Beach,FL 33407
ST. Lucie County,•P.ermitting:
SCOPE:
This NOA is being issued undei the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miatni-Dade-County RER-
Product Control Section to be used in Miami Dade Countyand'other a_reas'where allowed•bythe'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 Glass Door w/reinforcements-Impact
APPROVAL DOCUMENT:Drawing No.W11-47.RevD,titled Titan,9.0 Alum Sliding Glass Door
(L.M.I.)",sheets 1 through 7 of 7,prepared by AL-Farooq Corporation,dated 08/22/1,1 and last revised on
MAR 27,2018,signed and sealed by Jayad Ahmad,P.E.,bearing the Miami-Dade County Product Control
Revision stamp with'the•Notice'of Acceptance'number-and expiraticn•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.
TERMINATION of this NOA will occur after the expiration.date or if there has.been a revision,or change j
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 othei,purposes shall.:automatically terminate'this'NOA.Failure to
comply with'any section of this NOA shall because for termination and removal.of NOA.
ADVERTISEMENT: The NOA number preceded-by the words Miami-Dade County,Florida,and followed i
by the expiration date maybe displayed.,in advertising.literature. 'If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A,copy ofthis.entire NOA shall be provided to the user by the manufacturer or its, g
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 L Chanda,P.E. E��E�E� P�O R t
CODE COMPLIANCE.
MIAMMAQECOUNTY STFX Ibtit�at�e. �2Z�
Approvo One 28,2018
6�2-4 q N t Page 1
f
International Impact Building Products,LLC
NOTICE OF AC CEPTANCE:.EVIDENCE SUBMITTED
Lo , Evidence submitted-under previous approvals,,-
A.
pprovals.,A. DRAWINGS (submitted under files 411-0923.01/#00=0127.1.4).
1. Manufacturer's die drawings and sections.
2. Drawing No.W11-47 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 Ahinad;P.E.
17,
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 FBG 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 Testifig Laboratories,Test Report No.HTL-0171-071307,dated 08-01-
2008, signed and sealed by Vinu.Abraham,PE.
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#11-0023.01), ,
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, 2.011, 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 Regulatoryaud Economic Resources:(RER)-.
E. MATERIAL'CERTIFICATIONS
1. Notice of Acceptance No. 11.0624.2 issued'fo 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 (5th edition)and No financial
interest,prepared by Al Far 66(f Corporation,- signed'arid'sealed by Javad Ahmad,P.E.
2. Statement lefter'dated 11/16h l compliance to FBC2010,prepared by Al Farodq Corporation,
signedancd 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`PlazaDoor(original in file#09-0127.14) '
4. Statement letter dated 04/09/09,issued by Impact Building Products of allassefs'purchased
from Plaza'Door's, signed`by Michael-Fry;Managing Partner;International Impact Building
Products ti(original.in ,file#09-0127.14)
5. Laboratory compliance,as a part of above test-reports. Ishar'
9 1.Clian'da,P.E.
Product Control Examiner
NOA No.18-0412.01
Expiration Date: July:01,2024
Approval Date: June 28,2018
E-1
r
I
Internationaflninact Building Products,LLC,
NOTICE OF ACCEPTANCE:'EVIDENCE SUBAMTED
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.W1147 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 Farooq Corporation, dated MAR 27,2018, signed and sealed by
JavadAhmad,P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E.• MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17- 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 6th 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.
f
- i
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'
208 11/16• o
DESIGN LOAD CAPACITY - PSF MAX. DOOR FRAME WIDTH ��V a.
AVG.RANEL PAM! - ANCHORS IN PAIRS 3` 6" 3" 1
INCHES �.. EXT.(+) 'INT.(-) 6'MA%. 20" MAX. -AT HEAD/SILL/JAMBS3" 6` 3' -
36 90.0 9o.6 HEAD/SILL HFAD/SILL 20'MAX. Z c m
?I
-
CORNERS A FC b
42 '90.0 90.0 E
HEAD/SILL _ O n W
48
96 90.0 90.0 4 e O
52 90.0 90.0
54 86.7_ „86.7 - d
60 78.0. 78.0
36 90.6 90.0 _ II _ 0 k'j y In
42 - 90.0 90.0 -____�ti_____ - v C ei
48 102 90.0- 90.0 .LI______ .. - F a O 99 °o
52 .90.0. 90.0x,ii 00
54 - '86.7 86.7 C ii D
60 .78.0 78.0 II -
35 - 90.0 90.0 _=c❑oo=� T=000=' i. -' i - i. {L 2
42 '- 90.0 90.0
48 108 90.0 90.063
52 90.0 90.0 a 4' =
54 86.7 66.7
,
36 90.0 90.0
42 900 90..0 I=>48 114
52 0.00 900009 . ________,r____
54
.
86.7
0
36 90.0 90.0
42 90.0 90.048
120 90.0 90.0
52 90.0 90.0
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY
EGRESS REQUIREMENTS PER FBC.
fv �a$GS
FALSE MUNTIN m� O
OPTIONAL
47,1/8-
SERIES
7•1/8•SERIES 'TITAN 90' ALUMINUM SLIDING GLASS DOOR D.L. OPG. D.L OPG..
84so . 11
53 3/4` �as.iijh jbg�Fl1�w b ;
DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART PANEL WIDTH '- 53 3/4• TYPICAL ELEVATION -E •0t °�o o
SHOWN ABOVE. PANEL WIDTH_ `le0ale�1t11Z � a
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
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 - 7.000"1
DAND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS D.L.O. WIDTH PANEL WIDTH.- 6.625"
TO THE BUILDING STRUCTURE. ]DOOR FRAME HEIGHT = PANEL,HEIGHT +-1.250" _ LAMINATED GLASS a o ?•:
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS _ - - LARGE MISSILE IMPACT o m u o
1
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - `11111111111/17T -
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, NON-METALLIC AND NON-COMPRESSIBLE. _ SHUTTERS.ARE•N0T REQUIRED. - '- - �� �'' CENT •
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT - _' _ - • a. � S a
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOTE: 1 t n
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY GLASS CAPACITIES ON THIS SHEET ARE: - •,I1r• L 7 �4 •: ��
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR '- �®,�'•, TES drawing no.:
BASED ON ASTM E1300-09 (3 SEC, GUSTS) FtoRlol: ��:
WATER INFILTRATION RESISTANCE ETC. AND FLORIDA BUILDING COMMISSION �� 5°•• �� W1 1-4CON7
ANDDTOOBE REVIEWED BY BUILDING OFFICIAL E TO BE ANALYZED SEPARATELY, DECLARATORY STATEMENT DCA05-DEC-219 '���si�I)III IIID% ` sheet 1 oT 7.
.. _ .. .. MAX. DOOR
FRAME HT,
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.n dare: os-22-tt SERIES'TITAN 90'ALUM SLIDING GLASS DOOR(LM.I.) AL-FAROOQ CORPORATION a
n c no O e escr iOn ENEV
GINEERS&PRODUCT DELOPMENT
A 10.24.11 REV.PER SNC COMMENTS INTERNATIONAL IMPACT BUILDING PRODUCTS, LLC -
3.14 .. NO CHANGE THSSREEf d/b/a PLAZA•DOOR 9360 SUNSET DRIVE,SUITE 220
8 06.2
N ' MIAMI,FLORIDA 331.13 (C.A.N. 3538)
0 dr.6y. TARIO C 0&12.14 REV.PER RER COMMENTS 5900 AUSTRALIAN AVE.SUITE$3 �/
"• D 0"3""- IIPMTFD 10 20t]r6C ,WEST PALM BEACH, FL 33407 - _ TQ-(305)264-8100 FAX:(305)262.6979
(561)1576-5450_ - FAX.(561)578-5460 D
BILL OF MATERIALS(B.O.M.)
ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS I
1 PDC-009 1 FRAME HEAD 6063-T6 -
2 PDC-012 1 FRAME SILL 6063-T6 - O
3 PDC-010 2 FRAME JAMB 6063-T6
4 PDC-058 1/PANEL PANEL TOP RAIL 6083-T6 - P
5 POC-059 1/PANEL PANEL BOTTOM RAIL 6063-T6 - Np rD [pi
6 PDC-060 1/PANEL JAMB/LOCK STILE 6063-T6 - INu
7 PDC-061 1/PANEL INTERLOCK STILE 6063-T6 - 1Ot a
8 PDC-002 AS REDD. ASTRAGAL 1..STILE 6063-T6 - 0 U 2 m '
10 PDC-022 AS REOD. SCREEN ASTRAGAL 6063-T6 - v 0Opi1 1
11 PDC-041 AS REOD. HAND RAIL 6063-T6 - Q a G Q
12 PDC-062 1/PANEL INTERLOCK STILE REINFORCEMENT,LENGTH -PANEL HT. - 18` 6063-T6
13 PDC-D92 2/PANEL INTERLOCK REINFORCEMENT, 12`LONG 6053-T6
14 PDC-093 1/PANEL STILE REINFORCEMENT, LENGTH a PANEL Hi.- 18' 6063-T6 - LL Z U)
15 PDC-085 1 HI-RISE ADAPTER 6063-T6 - .I 2 M
16 2-270-0 AS REDD. GLAZING GASKET(X-1842) FLEXIBLE PVC CENTRAL PLASTICS Q w m S tF!
17 3-310-0 2/MOV. PANEL ADJUSTABLE ROLLER ASSEMBLY - IIBP
ALUMINUM HOUSING. DELRIN TIRE, ST.STEEL BEARING _ v
- 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 $ y
21 3-008-0" - TRACK RAIN PAN - IIBP & Q
22 3-009-0 - H.P.WEATHER TAB IIBP
23 2-400-0 AS REOD. .270 WIDE POLY-BOND FINSEAL#PB-8425-221 1-0 - SCHLEGAL Z �o
24 2-402-0 AS REOD. .270 WIDE POLY-BOND WOOLPILE#PB-7525-6011-6 - SCHLEGEL o S N n ,
25 2-407-0 AS REDD. .270 WIDE POLY-BOND FINSEAL#PB-7531-6011-2 - SCHLECAL M
26 2-222-0 AS REDD. BULB WSTRIPPING(EV-277) - CENTRAL PLASTICS a o aU$
27 2-025-0 - #10-24 X 1/4'PFH UC SMS - AT 2'FROM ENDS& 14'O.C. _1tl
30 2-010-0 - 112 X 1-1/4'PPH SS SMS - 1 PER DOOR ROLLER
rn mm
31 2-040-0 - #8 X 1'FH SMS - 2 PER 12'REINF.BAR n
32 2-007-0 - #14 X 1-1/4'PH SMS - F
2 PER DOOR PANEL CORNERS
33 2-019-0 - #8 X 1/2'PH SMS - AT 3'FROM ENDS & 18'O.C. Gi
1/4`HEAT STREN'D GLASS 34 2-069-0 - #8-X 1-1/4'SMS - AT 3'FROM ENDS& 18'In,.C. O 3
35 2-027-0 - - #10 X 1-1/4'MS TYPE F FH AT 6'FROM ENDS& 12'O.C.
.090'Interlayer 36 2-042-0 - #8 X 3/4`PH SMS - AT 6`FROM ENDS & 18'O.C.
SenlryGla9 39 2-027-0 1 -'
By•Kuraray America, Inc.' ,#10 X 1-1/4'MS TYPE F FH (1)AT 9'FROM BOTTOM
1/4HEAT STREN'D GLASS '
`0
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M Aoegrbate Nq —ok)2.61
Z_N
16
ALU m y�
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mo'd 3 0
WRAP
CUT CORNER GASKET
SEALED WITH ........
SONOBORN NPI POLYURETHANE SEALANT '`��', FN� ,•, ��i� .mF. o
.70592 �
GLAZING DETAIL 7tii *_ .v
9/16'OVERALL LAMINATED GLASS
OF
�Q' ATE drawing9 no. i
�., 5•.FtoR>D. .W1 1-47, i
sheet 3 of 7
11
i
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n ' s
• jr
-- - - TYPICAL ANCHORS IN PAIRS - -. -- _. - -_ TYPICAL ANCHORS_IN PAIRS _ a
CLUSTER OF 4 PAIRS AT STILE ENDS TYPICAL ANCHORS IN PARS x p CLUSTER OF 4,PARS AT STILE ENDS
TYPICAL ANCHORS IN PAIRS a
SEE ELEV. FOR SPACING CLUSTER OF 4 PAIRS AT STILE ENDS L+' CLUSTER OF 4 PAIRS AT STILE ENDS SEE EIEV. FOR SPACING - I
EE ELEV. FOR SPACING m m SEE ELEV. FOR SPACING -
1BY WOOD BUCK o o - z m n R.
EDGE DIST. 3"MIN. (SEE NOTE BELOW) ; o Z STR CARES MErAL O
0
'°,CONCRETE n CONCRETE
3)CSY MIN.• 3 KSI MIN. EDGE 3" MIN.
EDGE DIST. 3'.MIN.. n 6 0
_ EDGE 0 3'MIN. -. DIST. O p o 0
-� Ogg`a
P B O G
23 I I 3 0.0 N
4 - - - -- N c
MIAMI-DARE COUNTY .I
i li i i SEE SEPARATE NOA Q up 01 5 9
I O ,
I II 1 1 I I ^ U
I
ICAL ANCHORS IN PAIRS =
4 I! I I 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY PLAZA DOOR CLUSTER'OF 4 PAI AT STILE ENDS 9 n
i MUST SUSTAIN LOADS IMPOSED BY GLAZING'SYSTEM SEE ELEV. FOR SPACING N m N"r
i AND TRANSFER THEM TO THE BUILDING STRUCTURE. ¢ a
1
m n
p W i li i TYPICAL ANCHORS: SEE ELEV. FOR SPACING o
i ii i i 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) L rn
i !i INTO 2BY WOOD.BUCKS OR WOOD STRUCTURES
ii 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
to ii -
i THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) G
i
1-1/2" MIN. EMBED INTO GROUT FILLED—BLOCKS (JAMBS) 1DUCCH6p16�� W.
8 "-�«
li li
DIRECTLY INTO CONC. OR BLOCKS �° wboYleAKYo °m 0 0
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) A puaaLeNo �F^O L?'Ol B
2" MIN. EMBED INTO CONC. OR FILLED—BLOCKS (JAMBS) lLaptritwe0hte m 2j 1 s 3'
1/4" DIA. 7EKS OR SELF DRILLING SCREWS (GRADE 5 cRS) - �
n IILM"J11 INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR n
O INTO METAL STRUCTURES (HEAD/JAMBS) o
N G O o 0 i
27 POURED& HARDENED (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
B 2 25 HIGH STRENGTH GROUT
1'c-5000 PSI MIN. - ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) ``11111111/TTyy
NOT BY PLAZA DOOR STEEL: 1/8" THK._MIN. (Fy 36 KSI MIN.) `♦♦♦♦ toys �
MUST TRANSFER SHEAR
LOADS TO STRUCTURE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE X07 �— o •'+
a I •EDGE DIST.'° •
ICLUSTER
t3AKNSCIR INTO CONCRETE AND BLOCKS = 2-1/2" MIN.INTO WOOD STRUCTURE = 1" MIN.INTO METAL STRUCTURE 3/4" MIN. 5 ATIOF F(/ deawing no,ANCHORS IN PARSWOOD AT HEAD OR JAMBS SG - 0.55 MIN. i ' CORIOR• � W1 1-47 OF(4) PAIRS AT STILE ENDS CONCRETE AT FILLEDSILL OR—BLOCK JAMSf
BS o = v 2000 P
300SIMIN. ''��S'®NA`" ♦♦ sheet 4 of 7
SEE ELEV. FOR SPACING OUT FlEBLOCK111Ii1111
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A +aza.+, REV.PER eNC COMMEN INTERNATIONAL IMPACT BUILDING PROOUCfS, LLC ENGINEERS&PRODUCT DEVEIOPMENi
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UPDATED TO zme vec d b PLATA DOOR' 9380 SUNSET DRIVE,SUITE 220_ f
EARIO ,C Go.,z.,a REV.PER RER COWIENTS 5900 AUSTRALIAN AVE SUITE g3 MIAMI,FLORIDA 33173 (C.A.N.3538) G+
J J o ehk D al 1.18
UPDATED to 2017Eec WEST PALM BEACH, TL-33407 TEI-(3os)as4-sioo FAX(30ni 2r.2-6978
TEL(SB1j 578-5450' rAX.(561)578-5460 COMP-ANL\W11-47PD
0
•-- 4.71)3 3.625--qI -- - 1.250
078 .122 5 I j'•250
TYP. I
1.250 .981 •125 1.650 H n g a
2.764 IL Z a a
.250 F082 - _ 0 O c�.i m v
TP. O
0
Q ASTRAGAL STILE a
Q FRAME HEAD c
2.500 0.570 �8 N
.949 I�
JAMB/LOCK STILE O-
i p CL a
2.937 t.so»0 0 U)O
1.125 3I_I
I �J 082 .082 FfF.6as {I.z tp0
_ ,-JI TYP' 3.998 j t7 ID
2.923 '"V TP'
961 14 STILE REINFORCEMENT Q w m
2.913 O
082 875
�i.949
:.125 T•
-moi 1.139,k•- .082 0 $ N
13I21
1,812 9� ^
Q PANEL TOP RAIL O PANEL BOTTOM RAIL . °•
ro
(D INTERLOCK STILE
tD SCREEN ASTRAGAL -
.125 1.575 m
1.875 <oo
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