HomeMy WebLinkAboutNOA- ALUMINUM GLASS DOORS140n0381on-1
AS
MIAMI•QADE (MV39
DEPARTMENT OF REGULATORY AND ECONO
BOARD AND CODE ADMINISTRATION DIVISK
NOTICE OF ACCEPTANCE (N(
CGI Windows and Doors, Inc.
10100 NW 25 Street
Miami, FL 33172
SCOPE:
This NOA is being issued under the ap]
materials. The documentation submitted
Product Control Section to be used in Mi
Having Jurisdiction (AHJ).
This NOA shall not be valid after the i
Control Section (In Miami -Dade County)
the right to have this product or material
fails to perform in the accepted manner, tt
may immediately revoke, modify, or susl
RER reserves the right to revoke this a
Control Section that this product or materi
This product is approved as described he
Code, including the High Velocity Hurricf
DESCRIPTION: Series "Sentinel 15011'
APPROVAL DOCUMENT: Drawin
(L.M.I./ S.M.I.)", sheets 1 through 16
12/04/12, prepared by Al-Farooq Cc
Miami -Dade County Product Control
expiration date by the Miami -Dade Cc
MISSILE IMPACT RATING: Lar,
MIANII-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
RESOURCES (RER) 11805 SW 26 Street, Room 208
T (786) 315 2590 F (786) 315 2599
www.miamidade.gov/economy
able rules and regulations governing the use of construction
been reviewed and accepted by Miami Dade County RER-
Dade County and other areas where allowed by the Authority
piration date stated below. The Miami Dade County Product
rid/or the AHJ (in areas other than Miami -Dade County) reserve
:sted, for quality assurance purposes. If this product or material
manufacturer will incur the expense of such testing and the AHJ
A the use of such product or material within their jurisdiction.
*ptance, if it is determined by Miami -Dade County Product
fails to meet the requirements of the applicable building code.
in, and has been designed to comply with the Florida Building
Zone.
Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I.
To. W10-31, titled "Series 150 Sentinel Alum. Sliding Glass Door
16 including 9A and I IA, dated 05/20/10 with revision "F" dated
vation, signed and sealed by Javad Ahmad, P. E., bearing the
ction Revision stamp with the Notice of Acceptance number and
.y Product Control Section.
and Small Missile Impact Resistant
LABELING: Each unit shall bear d permanent label with the manufacturer's name or logo, city, state,
model/series, and following statemen : "Miami -Dade County Product Control Approved", unless otherwise
noted herein. Confidential
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable buildinglcode 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 -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 NOA No.12-8119.04 and consists of this page 1 and evidence pages' I 1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MLAMI DADE COUNTY NOA. No.12-4821.16
os*�ti Expiration Date: September 22, 2015
Approval Date: December 20, 2012
Page 1
I
THE BENEDICT GROUP - Architects
lc ..4) 570-9500 fax (954).570-9550
Th;:::hawing has been reviewed for compliance
wi:n our design and construction documents,
hiouding a superficial dimension check
-t�-.�:PpROVED
APPROVED AS NOTED
CORRECT & RESUBMIT
z� I
By: Date: -"I -
CGI Windows and Doors. Inc.
A. DRAWINGS
1. Manufacturer's die drawings
2. Drawing No. W10-31, title(
S.M.I.)", sheets 1 through I
revision "F" dated 12/04/12
by Javad Ahmad, P. E. j
B. TESTS
1. Test reports on: 1) Air In
2) Unifor
3) Water
4) Large
5) Cyclic
6) Forced
F 84;
along with marked —up
sand sections.
I "Series 150 Sentinel Alum. Sliding Glass Door (L.M.I./
16 of 16 including 9A and 11A, dated 05/20/10 with
, prepared by Al—Farooq Corporation, signed and sealed
ltration Test, per FBC, TAS 202-94
a Static Air Pressure Test, Loading per FBC, TAS 202-94
desistance Test, per FBC, TAS 202-94
Missile Impact Test per FBC, TAS 201-94
Mind Pressure Loading per FBC, TAS 203-94
Entry Test, Type "C" sliding door, Grade 10, per ASTM
)4 and per FBC 2411 3.2.1, TAS 202-94
wings and installation diagram of Alum. SGD prepared by
Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12,
signed and sealed by Vinu J. Abraham, P. E.
2. 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, and TAS 202-94
along with marked -ups drawings and installation diagram of Alum. SGD prepared by
Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated
07/30/10, signed and sealed by Vinu J. Abraham, P. E.
(Submitted under previous NOA No.10-0510.15)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
dated 08/20/12, prepared by Al—Farooq Corporation, signed, sealed and dated
12/05/12 by Javad Ahmad, P. E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
' c
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.12-0821.16
Expiration Date: September 22, 2015
Approval Date: December 20, 2012
E-1
CGI Windows and Doors. Inc.
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. ]
Inc. for their "DuPont Si
01/14/17.
2. Notice of Acceptance No. 1l]
and Color Glass Interlayer
3. Notice of Acceptance No. i=
Saflex and Saflex HP Cc
4624.02 issued to E.I. DuPont DeNemours & Co.,
itryGlas® Interlayer" dated 08/25/11, expiring on
-1102.11 issued to Solutia, Inc. for their "Saflex Clear
," dated 06/14/12, expiring on 05/21/16
-1102.09 issued to Solutia, Inc. for their "Saflex CP -
mposites Glass Interlayers with PET Core" dated
06/14/12, expiring on 12/11/13.
F. STATEMENTS'
1. Statement letter of no
2010, issued by Al-Faa
Ahmad, P. E.
2. Proposal No. 11-1225
Chanda, P. E.
3. Laboratory compliance
Architectural Testing, ]
P. E.
4. Proposal No. 09-1073
Chanda, P. E.
(Submitted under previ
5. Laboratory compliance
Hurricane Test Labors
Abraham, P. E. i
(Submitted under previ
G. OTHERS
1. Notice of Acceptanc
their Series "Sentin(
approved of
ncial interest, conformance and complying with FBC-
Corporation, dated 08/20/12, signed and sealed by Javad
by Product Control, dated 11/2/11, signed by Ishaq
r for Test Report No. ATI-00733.03-450-18, issued by
dated 08/09/12, signed and sealed by Vinu J. Abraham,
by Product Control, dated 07/19/10, signed by Ishaq
Pus NOA No.10-0510.15)
letter for Test Report No. HTL-0080-1208-090, issued by
.ory, LLC, dated 07/30/10, signed and sealed by Vinu J.
NOA No.10-0510.15)
No. 12-0119.04, issued to CGI Windows and Doors, Inc. for
150 Aluminum Sliding Glass Door w/ wo Reinforcements -
03/22/12 and expiring on 09/22/15.
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No. 12-0821.16
Expiration Date: September 22, 2015
Approval Date: December 20, 2012
E-2
FALSE MUNTIN
42 1/8-
ANCHORS IN PAIRS
D.L. OPG.
OPTIONAL
AT HEAD/SILL/JAMBS
A
C E
I I
I 1
it l�
G
ii i� H
I
POCKET JAMB I I
(SEE SHEET 4 & 6 e.
& DETAIL M ON °U.,
-SHEET 13) (1) WEEP CLUSTER (2) WEEP OUSTER
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR
APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED
BY BUILDING OFFICIAL
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20D3.8.4.
p�J
Q � V
F
(2) WEEP OUSTER AT STILE El
282 1J/16'
'RAME WIDTH
n
0
ADDL PAIR OF ANCHORS Z
FOR WOOD INSTALLATIONS ONLY 18' MAX.
6" MAX. SEE CHART ON SHEET 8 HEAD/SILL _0 I- z
AT STILE ENDS FOR CAPACITY SEE SHEET B I"' w a
6° MAX. Q a N
HEAD/SILL Ir 9 e 0
CORNERS d W
0; O
RONFORCWG
AT INTERLOCKS
;o
OPTIONAL
SEE SHEET 7
FOR CAPACITY
a
a
�
a
J
V
II 42
48
42 1/8-
D.L. OPM
48 1/8-
Ot v
V° M
a0 uj o
Q IL Q o ra'pi
0 m N
QW3�a
Jim¢
Q wO
N
J I
m
N
S N
0
Ow
�=N o
3 NM 'O
003M:
bl N
30� M
(2) WEEP CLUSTER
(2) WW CLUSTER
(2) WEEP CLUSTER (1) WEEP OUSTER
�
o
TYPICAL F_yATION
c
D.L. OPENING
D-LO
HEIGHT = DOOR HEIGHT - 9 11/16"
"
d
D.LO.
REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE.
-
WIDTH PANEL WIDTH 6
INSTRUCTIONS:
,-
o
°
'w
LAMINATED GLASS AND
USE cHARrs as FOLLOWS.LAMINATED
INSULATING GLASS
LARGE/SMALL MISSILE IMPACT
�—
STEp 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
Engr. JAVAD AHMAD
oI
USING APPUCA13LE ASCE 7 STANDARD. •
STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7
THE
CML
FIA. PE R 70592
GLASS TYPE AND REINFORCING TO USE. PRODUCTREMED,me mplylogwithOleFloddaSTEP 3 USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION Building Cudo /WITH DESIGN RATING MORE THPN DESIGN LOAD SPECIFlEDpnceplmtcallo ��{9
WI STEP 1 ABOVE. DWC o
4,�5FOR
drOwmg no.
STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND J
By
0520�2
W10-31
SHALL APPLY TO ENTIRE SYSTEM.
blfeml Dude duct Cont
r,
I
I
X
XX
XX
x x
ox
Qs
xxox
xxxx
XOXX
d=*
i �,
O
A =
N v
I
r
rn
0
a Laata: Ds-zD-1D previsions: ) ( SERIES 150 SENTINEL ALO SUOLNG GLASS DDWt (LILT./S611) AL-FAROOQ. CORPORATION
1 no datedescription a
scale: C 04,29.11 W4 PER NC COMMENTS ENGINEERS & PRODUCT DEVELOPMENT w
- CGI WINDOWS & DOORS T
0 D 10.10.11 NO CHANGE THIS SHEEP 123S S.W. 87 AVE
I dr, by. E M2112 HEAD & SILL REUSED 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174
S. 0 F MOC12 NO CHANGE THIS SHEET MLAML, FL. 33172 TEL (305) 2648100 FAX. (305) 262-6978
ehk. by: _ TEL (305) 593-65�O FAX. (305) 593-6592 1 f COMP—AeI1\win--4m
o hole: 05-20-10 I
I � ar. by. HAYlO
W 9 .hk by.
POCKET I
I POCKE
I
i
icy
-u
X
Q6b.
X
X
X
r
'u
-2
0
n0
date-
Y
escrip Ion
C
04.29.11
REV. PER SNC COMMEN(S
D
10.10.11
NO CHANGE THIS SHEET
E
08.29.12
HEAD & SILL REVISED
F
12.04.1
NO CHANCE THIS SHEET
I
1 4
CGI WINDOWS & DOORS
10100 N.W. 25TH STREET
MIAMI, FL. 331172
TEL (305) 593-6590 FAX. (305) 593-6592
----POCKET--- j
I O.C. � l
QMw x
XX
VX
0
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT f
1235 S.W. S7 AVE
MIAMI, FLORIDA 33174
TEL (305) 264-3100 FAX. (305) 262-6978
a (dote; 05-20-10 )
o'
� � scale•. _
W a ehi, by:
QttaY
xx
no
a e
escrl ion
C
04.29.11
REV. PER BNC COMMENTS
D
f0.10.17
NO CHANGE THR SHEET
E
08.29.12
HEAD R SILL REVISED
F
12.04.12
NO CHANGE THIS SHEEP
E�XXx
00
oG)
X O ~
rsz' x
o
1507ES 150 SUM ALUM SUOINC GLASS DOOR (LM).Ald() AL-FAROOQ CORPORATION
CGI WINDOWSI & DOORS, ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
10100 N.W. 25TH STREET MIAMI, FLORIDA23174 C
MIAMI, FL. 33172 TEL (305) 264-8300 FAX (305) 262-6976
TEL (305) 593-5590 FAX. (305) 593-6592 COMP—ANL\WIO-31CGI
II
j --- POCKET ---�
O.C. f" I
0 X V V
X XXX
X X X X
Qsyv�
X X X X
'O VOX
oSew
x
z
z 9aan
i --- POCKET --- j
1 O.C.
1 -�- POCKET ---�
I
x I I O.C. 1 --- POCKET ---�
I
V x �,"� x V X I 9'
x x
� I r Qsav i x 9a�a•
POCKET I
r------------I
I POCKET
O.C. I
Q:l`u
V
X
X
X
V b x
n �w
' POCKET I
a dot.: 05-2D-Io no sons: I 5Q(�$ )50 SENfINEI. A
o no 08
escrl Ion
uoir. - C 04.29.11 REV. PER BNC COMUENrS
D 10.10.II NO CHANGE 7195 SMEEf CGI WINOOW
tlr, bY• E OB.28.12 HERO CT
SILL REV SED
W o' r 1aos.0 NO CHANGE THIS SHEEP MIAMI, FL. 331
-+ ehk by. TEL (305) 593-6:
8 Lllw ao DOOR
& DOORS
I STREET
FAX. (305) 593-6592
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT ■
1235 S.W. 87 AVE r
MIAMI, FLORIDA 33174
TEL (305) 264-8100 FAX (305) 262-6978 c
DESIGN LOAD CAPACITY - PSF (GLASS)
PANEL VADIH
waus
DOOR HOCK
wcxls
GLASS TYPES
A' & 'At'
GLASS TYPES
'8' & '11.
INTERLOCKS
W/O REINF.
INTERLOCKS
WITH REINF.
INT.(-)
ExT.(+)
I INT.(-)
24-1/8
30-1/8
36-1/8
42-1/8
48-1/8
54-1/8
B0
60.0
6000
80.0
1 80.0
60.0
60.0
80.0
60.0
60.0
60.0
80.0
80.0
60.0
60.0
80.0
80.0
60.0
60.0
80.0
80.0
60.0
60.0
80.0
80.0
24-1/8
30-1/6
36-1/8
42-1/8
48-1/8
54-1/8
B4
60,0
60.0
80.0
80.0
60.0
60.0
80.0
60.0
60.0
60.0
80.0
60.0
60.0
60.0
60.0
80.0
60.0
60.0
80.0
00.0
60.0
60.0
80.0
80.0
24-1/8
3D-1/e
36-1/e
48-1/8
90
60.0
60.0
80.0
80.0
60.0
60.0
80.0
80.0
60.0
60.0
80.0
80.0
60.0
6D.0
80.0
80.0
60.0--
-60.0-
_-80.0
80.0
24-1/8
30-1/8
36-1/8
a2-1/e
48-1/8
96
60.0
60.0
80.0
80.0
60.0
60.0
80.0
80.0
60.0
60.0 1
80.0
80.0
6D.0
60. 0
80.0
80.0
60.0
60.0
80.0
80.0
�J 10
INTERLOCKS INTERLOCKS
W/O REINF. WITH REINP.
3/16" ANN. GLASS
3/16" ANN. GLASS
.075" 'Saflex CP-Saflex and Saflex HP
.075' 'Saflex CP-Saflex and Saflex HP
Composites Glass Interlayers With PET Core'
Composites Glass Interlayers With PEr Core'
by Solutio Inc.
Or
3/8" AIR SPACE
by SoluUa Inc.
i090" 'Saflex Clear and Color Glass Inetrloyer9
Or
.090" Saflex Clear and Color Glass Inetrlayers'
y Solutio Inc.
by Solutia Inc.
APPLICABLE FBC EGRESS
REQUIREMENTS TO BE
Or
090" 'DuPont SentryGlas Interloyer'
3/16" TEMP. GLASS
Or
090" 'DuPont SentryGlas Inlerlayer'
REVIEWED BY AHJ.
by E.I. DuPont DeNemours & Co.
by E.I. DuPont DeNemours & Co.
3/16" HEAT STREN'D GLASS
3/16" HEAT STREN'D GLASS
w
SILICONE
GE SCS 1200
SILICONE
GE SCS 1200
m
DOW CORNING 899
C
DOW CORNING 899
w
ugh
DOW CORNING 995
N
DOW CORNING 995
M1
M1
�+
II li
SETTING BLOCKS
II I I
"
O
AT 1/4 POINTS ON UTES
O
SETTING BLOCKS
16 WIDER THAN 36"
OUROMETER 85t5
EPOML_rt1LJ
F
AT 1/4 POINTS ALL SIZES
EPOM
III -�y- III
1 OUROMETER 85t5
K
GLASS TYPE 'A'
7/16' OVERALL LAM. GLASS
3/16" HEAT STREWD GLASS
.075" 'Saflex •CP-Saflex and Soflex HP
Composites Gloss Interlayers With PET Cara'
by Solutia Inc.
Or
3/8" AIR SPACE.
090" 'Saflex Clear and Color Glass Inetrlayers'
by Solutia Inc.
Or
090" 'DuPont SentryGlas Interloyer'
3/16" TEMP. GLASS.
by E.I. DuPont DeNemours & Co.
3/16" HEAT STREN'D GLASS
�+
SILICONE
GE SCS 1200
i m
DOW CORNING 899
m
DOW CORNING 995
z
y
�
n
I SETTING BLOCKS
n
�I AT 1/4 POINTS ON LITES
II li WIDER THAN 36"
O
DUROMETER 85±5
O
1
W
E
(W.,
E -
W
X
W
GLASS TYPE 'B'
7/16' OVERALL LAM. GLASS
GLASS CAPACITY CHARTS
GLASS TYPE 'Al' AIR SPACE CONSISTING OF:
_OVERALL INSUL LAM. GLASS SPACER:
-- :0045" THK. ST. STEEL SPACER AROUND
3/16' HEAT STREN'D GLASS
---THE-PERIMETER OF THE GLASS.
-__
.075" 'Saflex CP-Soflex and Saflex HP
Composites Glass Inlarlayers With PET Care'
by Solutio Inc.
\\b-y�7.1.
0" 'Saflex Clear and Color Class Inetrloyers'
Solutic Inc.
" 'DuPont SentryGlas Interloyer'
DuPont DeNemours & Co.
3,116' HEAT STREWD GLASS
SILICONE
DOWCORNING 899
CORNING 995
SETTING BLOCKS
AT 1/4 POINTS ALL SIZES
EPOM
DUROMETER 85*5
GLASS TYPE 'B 1'
1" OVERALL INSUL LAM. GLASS
GLAZING OPTIONS
PRODUCTREVISED
as �yiDBw116qWeFlorida
Accept>mW Cod
NNo'Z� 1.16
FOR STD. SILL WITHOUT RISER OMIT EXT. (+) LOADS TO 60.0 PSF FxPu° n atc o /$
FOR SILL WITH RISER MAX. EXT. (+) LOADS ARE 80 PSF By
Heard Dade Product ontro
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
CIVIL
FLA. PE 8 70592
CAN. 3538
ZIDErO5
drawing no.
W10-31
TYPICAL ANCHORS TYPICAL ANCHORS
IN CLUSTERS IN CLUSTERS
AT MTG. STILE AT MTG. STILE
& TYPICAL ANCHORS
& INTERLOCK ENDS 2BY WOOD BUCKS INTERLOCK ENDS
SEE CHART SEE NOTE SHEET 1 SEE CHART IN CLUSTERS
',FORQUANTRIES.• FOR QUANTITIES AT MTG. STILE
.J4 1BY WOOD BUCKS & INTERLOCK ENDS
:• e.• SEE NOTE SHEET 1 • SEE CHART FOR QUANTITIES
E09OIST,
f EocE• dlsr: ' .
i
°uu IUUUI u U 2 m
mN m2
N
ANCHOR TYPE A o ANCHOR TYPE A o w ANCHOR TYPE B
INTO 2BY WOOD BUCKS THRU 1BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE
OR WOOD STRUCTURES INTO 3 KSI CONCRETE
WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TYPICAL ANCHORS, SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE.
HRAD- -. - . - . - - - -' -AT 1A3SHS - - - -
TYPE 'A'- 1 /4" DIA U TRA ON RY 'ElCor (Fu�177 KSI, Fy-155_KSI) _-_ _-_ � .. TYPE 'A'- 1 /4" DIA. ULTRACON GY 'CI CO' (F-177 KSI, Fy-155 K51)
THRU 1BY BUCKS INTO CONCRETE i 1- - --INTO-2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/4" MIN. EMBED INTO CONCRETE 1-3/8- MIN. PENETRATION -INTO -WOOD
THRU 2BY BUCKS INTO CONCRETE I I THRU 1BY BUCKS INTO CONC. OR MASONRY
--
1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY
TYPE 'B'- 1 /4" DIA. ULTRACON BY ' CO' (F.-177 KSI, Fy-155 KSI) I I TYPE 'B- IX DIA. ULTRACON BY 'ELCO. (F-177 KSI, Fy-155 KSI)
DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASRY
2" MIN. EMBED I I 1-1/4" MIN. EMBED INTO CONC.ONOR MASONRY
TYPE 'C'- 414 SMS OR SE DRI IN • SCREWS (GRADE 2 CRS) TYPE 'C'- 014 SMS OR SFI F DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.)
INTO METAL STRUCTURES INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) STEEL : 1/8" THK. MIN. (Fy = 35 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I I 'ALUMINUM : 1/8" THK. MIN. (6D63-T5 MIN.)
L- - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
- . - . - . - . - . - . - .�. - . - . - . - . - . - . - . - - . - . - . J
AT SILL - ANCHOR FOGE DISTANCES -
TYPE '8'- 1/4" ❑IA Inrwe00N By 'E Cn• (Fu.177 KSI, Fye155 K5) INTO CONCRETE OR MASONRY - 1" MIN.
DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE - 1" MIN.
INTO METAL STRUCTURE - 3 4 MIN.
1=1/4MIN. EMBED /" - - - - - -
CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN.
SILL RISERS C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym . 2000 PSI MIN.
SEE SHEETS 9, 9A, 11 & 11A FOR DETAILS
AND SHEET 7 FOR CAPACITY
ANCHOR TYPE B ANCHOR TYPE B INSTALLATION CONDITIONS SHOWN APPLY TO
DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE BOTH 2 TRA K A
TYPICAL ANCHORS
IN CLUSTERS
AT MTG. STILE
& INTERLOCK ENDS
SEE CHART
FOR QUANTITIES
ANCHOR TYPE C
INTO METAL STRUCTURES
OR APPROVED MULLIONS
Lqtl-i
Z n
0
tUCTURESIL
N
p � m
vo �
Z O'rc?M o
0 N. '9
!121
O°�^���
aw3��
TL Z N : 0
4WD 0
DESIGN LOAD CAPACITY - PSF (ANCHORS)
PANEL WIDTH
INCHES
DOOR HEIGHT
WGKES
ANCHORS
TYPE 'A'
ANCHORS
TYPE H' & 'C'
CLUSTER OF
CLUSTER OF
4
8
4
24-1/8
30-1/8
36-1/8
42-1/8
48-1/8
54-1/8
80
80.0
-
80.0
80.0
-
80.0
-80.a_
_ -
80.0
80.0
-
_...a__
80.0
-
80.0
80.0
-
80.0
24-1/8
30-1/8
36-1/8
42-1/8
48-1/8
54-1/8
84
80.0
-
80.0
80.0
-
80.0
80.0
-
80.0
80.0
-
80.0
80.0
-
80.0
75.9
80.0
80.0
24-1/8
30-1/8
35-1/8
42-1/8
48-1/8
90
80.0
80.0
80.0
-
80.0
80.0
-
80.0
80.0
-
80.0
73.7
80.0
80.0
24-1/8
30-1/8
36-1/8
42-1/8
48-1/e
96
80.0
-
80.0
80.0
-
80.0
80.a
-
80.0
74.1
-
80.0
67.5
80.0
60.0 �K
G
p8,
S
I z
C ND 3 TRACK SYSTEMS WITH
cc INTERPOLATION BETWEEN WIDTHS AND HEIGHTS ACCEPTABLE 1.6d
STD. OR ALTERNATE FRAME HEAD AND SILL. of
THIS SIZEONLYUSE CLUSTER OF 6 °c
FOR ANCHOR TYPED �-
.:I... ..l: ' NOTE: o_
.. "' , I •° r . ' I ANCHOR CAPACITIES LISTED ON THIS Engr. JAVAD AHMAD b °
MT
_ c�'
a .> •. ' ZZ •4i SHEET TO BE USED IN CONJUNCTION Rp PE
70992
WITH GLASS CHARTS ON SHEET 7 CAN. �s3e RODUCTRHVISED a complyin8Wlt11 [be F1o161D
POURED HARDENED TYPICAL ANCHORS rn TYPICAL ANCHORS LOWER APPLICABLE VALUES CONTROL. w'IdingCode S
NO-METALLIC/NON-SHRINKAGE IN CLUSTERS So IN CLUSTERS =p.No IAO
HIGH STRENGTH GROUT AT MTG. STILE&INTERLOCK ENDS J AT MTG. STILE n Dtc Off$'
f'c 5000 PSI MIN. & INTERLOCK ENDS drawing no.
SEE CHART
NOT BY C.C.I. SEE CHART
FOR QUANTITIES 4no
C2012 U W10-31
MUST TRANSFER SHEAR FOR QUANTITIES DudOProduct CooULOA05 TO STRUCTUREl'
CI=
!Irk -- ------
---- - - -c�i
C a (ftte: 05-20-10 w.......
G o no date escri ton
E Scala: 3�g• 0 1• C 04.29.11 REV. PER BNC COMUENfS
,p D 10.10.11 NO CHANCE THIS SHEEP
1 dr. by: E OB.29.12 HEAD & SILL REVISED
W F.
1204.12 REV. PER RER COMM.-
i P ehk by
NO
Fg
o�
zm
(SERIES 150 SENLWEI. ALUN(SUDINC WM DOOR (LILT./S.0
CGI WINDOWS I & DOORS
10100 N.W. 25TH STREET
MIAMI, FL 33172
TEL (305) 593-6590 FAX. (305) 593-6592
AL-FAROOQ CORPORATIONiia
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
TEL (305) 26"100 FAX. (305) 2..W.
O
0
N
3/4-
L a dale. 09-20-10
C 'o
•'"� E scale: 3/B• � 1-
0
I dr, hy.
W �
-i 0 chk by.
bmN
o21-
APB
no
a e
escrip on
C
04.29.11
REV. PER BNC CONMEMS
D
10.1..11
NO CHNiGE iHiS SNEEf
E
OR.29.12
HFAD & SILL REVISED
F
12.04.12
REV. PER RER CWMEMS
O N O
TjFR
0 0
PH
SERIES 150 SENTINEL ALUM (SWING GLASS DOOR (LM.I./S.L
CGI WINDOWS I& DOORS
10100 N.W. 25TH STREET
MIAMI. FL. 33172
TEL (305) 593-6590 FAX. (305) 593-6592
En m
y M
m
tr
6 O
IN
o
rn
y
0m
\
z
oI
3
�0,
x
r
Z�
r
n
a
b
In
3
O
.b
AL-FAROOQ CORPORATION
ar
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
f
TEL (305) 264-8100 FAX. (305) 262-6978
I�
m
m
0
EDGE DISC.
Z n
N =
O
N
D
n �date� os-2o-to Jos-2o-to� lreviswnsd no o e description SERIES 150 SERA ALUM SODWG MM DOOR (W.I./Si)
_ o
scale: 6• . i• C 04.29.E I REV. PER BNC CAMMENIS
D tD. n.tf No CHANM IKS SHEEP CGI WINDOWS �& DOORS
dr. 6Y E OB.29.f2 HUD @ SILL REUSED 10100 N.W. 25TH STREET
CAo' r tz.Da.tz No ctwcE tHls sHEE MIAMI, FL. 33172
TEL (305) 593-6590 FAX. (305) 593-6592
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
TEL (305) 264-8100 FAX. (305) 262-6978
C p tlale: OS-20-10
C 'o
0 scale: 3/6• 1•
O ='
10
8
no
0 e
by
I clescriltion
C
104.29.111
REV. PER BNC COMMENTS
0
110.10.111
1 NO CHANCE THIS SHEET
E
08.29.12
HM & SILL RENSED
F
112.04.121
1 REV. PER RER COMMENTS
MAX.
EXTERIOR I O
m
rn
m
A
o
Tj0
In
m
H
In
z
=
�
W
X
;0
03
a
�
a
0
In
In
r
r
z
D
r
o _No
'1y
O
Z
o
I
o
0
�
-i
0
Z
Vl
SERIES 150 SENfWEL ALUMjSUOING CUSS DOOR (I-M-L SILL) AL-FAROOQ CORPORATION a
CGI WINDOWS !& DOORS ENGINEERS &PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
10100 N.W. 25Tk STREET MIAMI, FLORIDA 33174
MIAMI, FL. 33172 TEL (305) 264-8100 FAX. (305) 262-6978
TEL- (305) 593-6596 FAX. (305) 593-6592 C0MP-ANL\W10-310
3/4. DOOR HEIGHT 1/2. MAX.
LOAD BEARING
PANEL HEIGHT I SHIM
w
D.L. OPG. m
8 N O EXTERIOR O y -
V1 .
m m
_ _ _ _ _ _ _ _ _ _
A
EMBED' '
,n u
N W —
2
m o
2:
� " I
g I
0
N
3/4" DOOR HEIGHT I 1/2" MAX.
MAX. j LOAD BEARING rn
SHIM m
OEXTERIOR O 2
o n m
O p
o
� I
Z® ___ --_----- -- --- ---
to _ _ _ _ _ _ I I
�k c�
m
m Ln
m I z
O a o yy D.L. OPG.
0 � m � N I •
<o� PANEL HEIGHT
H g cSp m; +om�
OU oA
N R . oeS�•`� �g
ro E: z m
O € NGm
O 1 0�
'mml m
m
EJ m
a �+ b o m
r
In w
m a
> of X
o �eb3S p c:
En
Ao� a
N
oa OIna "D O
jlA �Fa o z
0 MIo
m z
0
-i
0
Z
!Z.
m O revisions: �S 150 SENON81. ALUM,SUDING GLASS DOOR (LM.I./S.M.Q AL, FAROOQ CORPORATION a
S a dolr. OS-20-10
I ENGINEERS& PRODUCT DEVELOPMENT
p GI WINDOWS,& DOORS 1235 S.W. 87 AVE f
o I y, br 10100 N.W. 25TH STREET MIAMI, FLORIDA 331.74
W 'o MIAMI, FL. 33172 TEL (305) 284 8100 FAX (305) 282f9T6 {r
'--� chk by. TEL. (305) 593-659U FAX. (305) 593-6592
COMP-ANL\W10-31CG1
no
a e
escn lon
C
04.29.11
REV. PER BNC COMMENTS
D
70.10.11
NO CHANGE TWS SHE
E
09.29.12
HEAD &SILL REVISED
f
12.04.12
REV, PER RER CONNEMS
Q
X
i w-, 1, — iil?-!,
2 n
O =
O
u)
tL a �dotm 05-20-10 (revisions: I �$EIUES I50 SENTItU1 ALUM
1 £ no a e escr, ion
accir, 3 g• 0 1• C 04.29.11 REV. PER BNC COMMENTS
0.
0 1o.1an No cwwcE 1Hs sHEEr CGI WINDOWS
d • by E 06.29.,2 HEPD & 9LL flENSED 10100 N.W. 25TI
Crl F 1z.oa.,z HI5 SHEET MIAMI, FL 3317,
NO CHANGE 7
TEL (305) 593-6590
IDING GLASS DOOR (LM3./SJLL) J AL-FAROOQ CORPORATION a
DOORS ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
STREET MIAMI, FLORIDA 33174 R
TEL (305) 26"100 FAX (305) 262-6978
FAX (305) 593-6592
ml1'
i °A o
2
�mcT gil; a
oOn
�zo ot° mCT
xoPosyFy O
T�.mmmnr1�rI1mrZj n
Z� S 3� 2 A � \ m m m X5
.m9lm. M000 . y
C
a
I
a dale: 05-20-10 llevislons: I ( / ) AL-FAROO a
SERFS 150 SFNRNEL ALUM sLiONG GLASS DOOR Udl SAL
no a e escri ion Q CORPORATION
scale: y�B• a 1• C 0{29.11 REV. PER BNC COMMENT! ENGINEERS & PRODUCT DEVELOPMENT
O CGI WINDOWS I& DOORS
D 10.10.11 NO CHANGE THIS SHEET 1235 S.W. 87 AVE
I dr. DY E 08.29.12 HEAD & SILL R-D 10100 N.W. 25TH STREET MIAMI; FLORIDA 33174 f
G.rl p F 12.04.12 No CHANGE THIS SHEET MIAMI, FL. 33172 TEL (305) 2648100 FAX (305) 262-6978
TEL (305) 593-6590 FAY. (305) 593-6592
1
4.735---7 5.921• -�
070
.070
.860 847
1.250 .847
1.250
E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK)
•995 L1375
5 ,995 r-120 975
1.184 1.184 1�
Q
4.735--y GLAZING BEAD GLAZING BEAD rtn
5,g21 LAM. GLASS INSUL LAM. GLASS
.070
.070 1.soe
1.186 .860 915 � � O TOP/BOTTOM HORIZ I
1'250 •915 1.250 _6 TOP/BOTTOM HORIZ (OPTIONAL
3.000 .7zs .oss .ss4
1.501 .060 1.831 3.000 .D7D I .D7D
k-.125 E3.t ALT. FRAME HEAD (2 TRACK) _ t3.t ALT. FRAME HEAD (3 TRACK) M2 .156
1.49DEl 1.415 O FIX. PANEL CLIP
3.000 1.490 1.415
.120
.075 -� 2.005
-.075._ _ EXTERIOR IMERLOCK (OPTIONAL) 2.005
2.600 -- - - - __
2.600 _ __ .070 1.366
.840 O MAINS -- - 3.750
-1- .753 •695 MAIN STILE (OPTIONAL))
I 4.735 I _2.755
��5.921� 3.000 .265 .125 - - _ 3.000
.095
Et FRAME SILL (2 TRACK) Q FRAME SILL (3 TRACK) SILL RISER (OPTIONAL)
1.770 1.415 1.610 1.870
.060 1.770 1.415
3.188 3.572 L •060
.075 .075
2.600 1-2.005 .070 .070 {�--•2.005
2.600
•920 I O INTERIOR INTERLOCK ,B82 1.625
ALT. FRAME SILL
0
�I �j t,166 i t^-2.120
POCKET HOOK
ALT. FRAME SILL (3 TRACK) 1 5� .060 1.831
��? 25
155
3.000
1
OUTER TRACK ASTRAGAL STILE I E9 ASTRAGAL STILE
EXTERIOR INTERLOCK
1.825�
125 L310
1 E23
INTERLOCK REINFORCING OUTER TRACK ASTRAGAL
ASTRAGAL (OPTIONAL)
.625
1.920
2.670
625
INTERIOR INTERLOCK
SILL RISER
If
984t
7�� drowing no.
W10-31
CODE PART No.
DESCRIPTION
REMARKS
-
E1 CGI-183
E1.1 CGI-151
FRAME SILL 2 TRACK
ALT. FRAME SILL 2 TRACK'
MATERIAL
6063-T6
6063-T6
!IANUF.
CCI EXTRUDER
- I 1'375 510
I [,510
� O60
L
4 Y;
E2 CGI-151
E3 CCI-186
FRAME JAMB 2 TRACK
FRAME HEAD
6063-TG
CGI EXTRUDER
CGI EXTRUDER
-
�
260 I
I
E3.1 CGI-152
2 TRACK
ALT. FRAME HEAD 2 TRACK
6063-176
6063-T6
CGI EXTRUDER
-
1.650 ��11 fi40
O
E4 CCI-153
EXTERIOR INTERLOCK
6063-T6
CGI EXTRUDER
-
2 FRAME HEAD
®
o.
E5 CCI-154
E6 CGI-155
E7 CGI-15
INTERIOR INTERLOCK
MAIN STILE
TOP RI BOTTOM HORIZ
6063-T6
6063-T6
6063-TS
CGI EXTRUDER
CGI EXTRUDER
CGI EXTRUDER
-
-
-
4.765 .065 COVER
.080 1.621 .640
Q a
tY. O o v
a 9
ES CGI-157
SILL RISER
CGI EXTRUDER
p
E8.1 CGI-181
ALT. SILL RISER(OPTIONAL)
ONAL)
CGI EXTRUDER
-
.344� .060
.�7
E9 CCI-158
g57RACAL
6063-TB
6063-T6
CGI EXTRUDER
CGI EXTRUDER
_
I II
O
O w M o
E10 CGI-159
INTERLOCK REINFORCING (LENGTH =FRAME M. - 8')
6063-76
-
F�.625 ®
0
E71 CGI-182
FRAME SILL 3 TRACK
CGI EXTRUDER
FRAME SILL COVER
E2 FRAME JAMB (2 TRACK)
0 �
y o
E11.1 CGI-760
"CGI-i61
ALT. FRAME SILL 3 TRACK
6063-T6
6063-T6
CGI EXTRUDER
CCI EXTRUDER
-
.243 �{
-�{ 1.375 I
O
a w 3 LL N
g o
- - E72
E13
FRAME JAMB 3 TRACK
6063-T6
CGI EXTRUDER
-
I
Z y _
_ M
In,cmcnV
CGI=185 - -
E14 CGI-162
-FRAME HEAD 3 TRACK
ALT. FRAME HEAD 3 TRACK
6063-T6
CGI EXTRUDER
-
1.791
V, Q J
Q w m
E14 CGI-168
_ _
OUTER -TRACK ASTRAGAL `—
6063-T6
CCI EXTRUDER
-
.060
1.620
E15 CGI-170
POCKET HOOK
6063-T6
6063=T6
CGI EXTRUDER
CGI EXTRUDER
-
r^,
E16 CCI-121
7/16' GLASS GLAZING BEAD
6083-T5
CGI EXTRUDER—
2
m
E77 CGI-123
Y GLASS GLAZING BEAD
-
FRAME JAMB COVER
E19 CGI-153A
EXTERIOR INTERLOCK (OPTIONAL]
6063-TS
6063-T6
CCI EXTRUDER
CCI
--- _
_ 5.951 1.620
s
UT
E19 CGI-154A
INTERIOR INTERLOCK (OPTIONAL)
EXTRUDER
O65
Z5
'
E21 CGI-156A
MAIN STILE (OPTIONAL)
6063-T6
CGI EXTRUDER
_
C)
E2I CGI-156A
TOP & BOTTOM HORIZ (OPTIONAL)
6063-TO
6063-TB
CGI EXTRUDER
-
- -
c� 0
1�-
E22 CGI-15BA
ASTRAGAL (OPTIONAL)
6063-T6
CGI EXTRUDER
CGI EXTRUDER
1.620 _
.080
A &3
V)
E23 CGI-168A
OUTER -TRACK ASTRAGAL (OPTIONAL)
_
E24 CGI-180
DECORATIVE SILL COVER (OPTONAL)
6063-T6
CGI EXTRUDER
-
E25 CGI-184
2 & 3 TRACK FRAME SILL SCREW COVER
6063-T6
6053-T6
6-GI EXTRUDER
625--�i F�
0
3 M m
E26 CGI-187
2 & 3 TRACK FRAME HEAD SCREW COVER
CGI EXTRUDER
-
1®
Z
w
Z ii
E27 CGI-188
FRAME JAMB SCREW COVER OPTIONAL
6063-T5
CGI EXTRUDER
-
FRAME JAMB (3 TRACK)
.9 3
O o
(OPTIONAL)
6063-TS
CGI EXTRUDER
-
LEC
-
O J
o
M1
CCI-382V
GLAZING BULB VINYL (DUROMETER 75-80 SHORE A)
PVC
-
-
OPTIONAL �1.750
U
F
M2
CCI-171C
FIXED PANEL CLIP
O
M2.1
CGI-1 11
ALT. FIXED PANEL CLIP (2-1/2' LONG)
6063-75
-
2 ® FIXED PANEL
.650 .340
M3
CGI-173
FIXED PANEL SHIN
6063-T5
NYLON
-
-
2 ® FIXED PANEL
2 PER FIXED
xn
M10
M11
CGI-176
FRAME HEAD ANTIUFT &PAD PILE
WOOL/NYLON
SULLNAN
PANEL
1 PER INTERLOCK/ASTR.
80 I_T
L.C.625—
.
;
W2320ING
PILE WITH CENTER FIN
WOOL
ULTRAFAB OR EOUN.
11
c°-
M12
CGI-177
PANEL TOP & BOTTOM DUST PILE
-
u u
M73
TA-51
S7/ST ROLLER
WOOL/PVC
ST/ST
SULLIVAN
AMESSURY OR EQUIV.
-
2 PER PANEL
M2.1 ALT. FIX. PANEL CLIP
N
rc
5
M14
SGD-500
MORTISE LOCK
ST/ST
v
M14A
P501-0036-117
MORTISE LOCK
SULLIVAN
ATTACHED TO SGD-503
LOCK:
= o
M15
SGD-507
KEEPER
ST/S7
INTERLOCKS
ATTACHED TO M16A
'SULLIVAN'
ZINC
SULLIVAN
INST. W/ 2 S10X3/4' PH
LOCK SYSTEM BY OR 'INTERLOCK' LOCATED AT
c m
m
MiSA
SGD-507N
KEEPER
ZINC
INTERLOCKS
INST. W/ 2 #10X3/4' PH
MAIN STILE AT 40" FROM BOTTOM
Mts
scD-503
RECESSED ADAPTOR
ZINC
SULLIVAN
SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117)
M16A
PS01-0036-117
RECESSED ADAPTOR
INST. W/ 2 @1oX3/4' FH
ZINC RECESSED ADAPTOR (PART (/SGD-503) (PS01-0036-117)
M17
scD-ssoo
HANDLE SET
ZINC
INTERLOCKS
INST. W/ 2 JIOX3/4' FH
ZINC HANDLE SET (PART #SM5500) & (PART #SM23OOWH)
n
_
•e
M78
SMZ300WH
HANDLE SET OPTIONAL
ZINC
ZINC
SULLNAN/INTERLOCKS
_IIII N
_
ZINC KEEPER (PART #SGD-507) (PART #SGD-507N)
Engr. JAVAD AHMAp
M19
SCS2000 SILPRUF
SEALANT
M20
CCI-177
PANEL TOP & BOTTOM DUST PILE
SILICONE
WOOL
GE
SULLNAN OR EOUN.
-
CML
PRODUCTREVISED FUl PE 8 70592
o
n
M21
CGI-174
HEAD AND SILL SMALL PILE PAD
4 PER PANEL
os mmplyiogtrith the Florida CAN. 3538
•;,
M22
CGI-175
SILL INTERLOCK PILE PAD
WOOL
WOOL
ULTRAFAB OR EOUN.
EQUIV.
1 PER INTERLOCK/ASTRAGAL
BatlME Code
Acaetaa
atc O
By
MmmiDade uc on I
�
O
drawing no.
W10-31
S2
-
010 X 1 1/4' I.G. PHL PH. SMS. ST/ST. ASSEMBLY SCREW
-
-
2 OR 3 PER CORNER
DEC A 2Q12
sheet 15 of 16
m
�7 n Y �I
vT WW�b
6
N N uV
N N
z
O
0
C a (dale: 05-20-10
C 'o
� � scale J/6' . 1•
W9 chk by:
no
0 e
escrl Ion
C
04.29.11
NO CHANGE THIS SHEET
D
10.10.11
NO CHANGE THIS SHEET
E
08.29.1
HFAO & SILL REVISED
F
12.04.12
REV. PER HER CONNDIIS
a
� D
m
n O
A
O
� � Z
m
e
I
Sao* 159 S07MEI. ALUM SUDNG GOBS DOOR (LLLL/SX.L) n AL-FAROOQ CORPORATION a
CGI WINDOWS & DOORS ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
10100 N.W. 25THISTREET MIAMI, FLORIDA 33174 f
MIAMI, FL. 33172 - TEL. (306) 26"100 FAX. (305) 262-6978
TEL (305) 593-65901 FAX. (305) 593-5592