WS-07-2284:af f•::Ii?Iif 1id :.e.:llr.ii.::iL:2:Yitik;:
Inspection Date: 05/22/2008
Inspector: Grande, Claudio
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Owner: MARTINEZ - ARIZALA, ALBERTO
Job Address: 1238 96 Street NE
Miami Shores Village, FL
Project: <NONE>
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Contractor: PRESTIGE WINDOW & DOOR INSTALLATION
Phone Number (305)751 -3853
I Number 1132060143920
Lot:
Phone: 305 - 820 -5999
Building Department Comments
REPLACEMENT OF22 OPENINGS FOR WINDOWS
AND 5 OPENINGS FOR DOORS
D
2 °5 ® g67,--2,q I`'
efsirl'---
Passed (t./'
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Wednesday, May 21, 2008
Page 1 of 2
NOV 0 9 201
BY:
¶k v \to\t %•.off
Miami Shores Village
Building Department
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. t1'J `
Master Permit No.
Electrical . Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) 1, bey- y ' - r Z, Phone #
Owner's Address 10 LYE, Ct E
City rn i ; 5 tn o re 5 State 7. I
Tenant/Lessee Name 1 bey C y-4-i bire
Zip 3� 3
Phone # ,
Job Address (where the work is being done) 1 3 % aE C(6 5
City Miami Shores Village County Miami -Dade
/Is Building Historically Designated/ YES NO 'A
Contractor's Company Name P e, c_pieldiCE.0 7 caw Phone #
0
Contractor's Address 1.14 0 34-) 13� gil A
City trte 6 C4 ', 1 f.e c State F 1
Qualifier Y\•L - 6 c). v 0 "i2®
Zip 331°3
o — a?O- S9 C
Zip S 3 0 i 6
Architect/Engineer's Name (if applicable) R4/10.45 ,/1/6/I11ZLJI - Phone #
Architect/Engineer's Address 210c) C,c,a 704" S- .,art 311
City '-%kn.c:tAe. State PI
$ Value of Work For this Permit 15) 000
Number of: Bays Stories
Type of Work:
Describe Work: (Q,0x'
Zip 33czs6,
Square Footage Of Work:
COO
Families Bedrooms Baths
_ Repair/Replace 0 Demolition
r1dOtti
Addition OAlteration ONew
V,
X( o
ohs
***** ** * * ** *r.****** *** ** ** *Fees t** *a** ; ;* **** * ** *** * * *** * **
County Escrow Fee $ ` 1 S ' OO P 0 ' Permit Fee $ �.� -�'� Notary $ `®
Education/Training Fee $ 15'00 Tech $ 14-S 0 Scanning $ 1 S ' eillP Radon $
Struct. $ 5
Total Fee Now Due $ 649 .S0 I j F 0 r(continued on opposite side)
J u '
Code Enforcement $ Bond $
Minus Plans Check Fee $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL W ORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR. CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF -
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence f such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
psi
Signature
Signature
wne`r orAgent \ Co
The foregoin_ ' . I I. ent was acknowledged before me this 30 The foregoing instrument was acknowledged before me this
Y I'
day of =' , 2OO'a; by At � Q. 4-D (!(�G� j'%� v,Q Z , day of OG4D %fie , 200 by C.fs i s4l Fic`, l i,C7jZo
is personall y known to me or who has produced who is personally known to me or who has produced
As id cation and who did take an oath.
1 TAT ♦ 11 t 1 nr rA r
as id cati;• d who did take an oath.
NOTARY PUBLIC:
Baeallam Sign:.
r 1.6
nMy Commission Expires: '4FA0 ,d+ '•AARONNOTARY.com My Commission Expires: AARdNNOTA R
r co n
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
************* 4. 4************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY: / i t// / 17 °C7 Plans Examiner
Engineer
Zoning
chc7/7J03
NOTICE OF
COMMENCEMENT
11111 11. 11111111111111111111111111111111111111
CFN.4 C)ID7R1057 Z5 84 -
OR Bk 26024 Pa 28421 (199)
RECORDED 11/01/2007 12 :22 :07
HARVEY RUVIN? CLERK OF COURT
MIAMI -DADE COUNTY? FLORIDA
LAST PAGE
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.`)J ' S'4 TAX FOLIO NO. ` 3766- 15% Lk- 3 O
STATE OF FLORIDA
COUNTY OF DADE
THE UNDERSIGNED hereby gives notice that improvements will be made to
certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement:
1. Legal description of property and street address: j Nflic rC 5 ,. 3 PR. ?0 Z
L. Mr
�(
2. Description of improvement: i \5+ut IC(+� r "'T 1 Yy1 act UV 1 e1 d O..v S -t dew S
3. Owner (s) name and address: ` Y- YYI ct' y-..e 2,
64- Al aryl t S OYC
as 13�
Interest in property:
Name and address of fee simple titleholder:
S
4. Contractor's name and address: Pve M y , t .timvy\c?c..) 7 eicof
4ue `Mtc&„- \ l �Le�, 1i .3301(o
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond: $
6. Lender's name and address:
STATE or rLORIDA, CO'JNTti F DADP
t HE'REDY CERTIFY that tlis is a true copy of the
wl ina i Hi .. clay of
WITNESS
at hand and Offi
7. Persons within the State of Florida designated by Owner upon wh ®p notices or other
(1) (a) 7., Florida Statutes:
Name and address:
as pro or, ection 713.13
8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1)
(b) 7., Florida Statutes:
Name and address:
9. Expiration date of this Notice
f Commencement (the expiration date is 1 year from the date of recording unless a different nt date is specified)
Print Owner's Name
Sworn to and subscribed
Notary Public
Print Notary's Name
My Commission Expires:
ayra
Commission #DD363970
e °�` Expires; Oa 19, 2008
4,„ i
F „a.�`' ww ,A.ARONNOTARY.cam
Prepared by: Pre4eNe C.11 V1 CAO 3
64. se -2C.MACA:lia(yex
Address: 1(4 6 50 U c )
C .Wt t 1 e..Ac. e s) t, 3,30(4)
Vona 104
MIAMI.O DE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Construction Glass Industries
10100 N.W. 25 St.
Miami FL., 33p
SCOPE:
This NOA is plicable rul
The documentatt u tt., as viewed b
by the Board A) to be
the Authority
'=787E
if NOV 0 9 200/,
B Y:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
33130 -1563
PERMIT #: 0
.4395 ,- 9
ami Shores Vitti'•
05) 375-2908
uI ngc ► nline.com
7,,,q� • ] •1F1 /l!
sed in Miami a. e oun ana other
STATE AND COUNTY RULES AND REGULATIONS
terials.
accepted
owed by
This NOA sh expiration date stated below. The Miami -Dade County Product Control
Division (In Mi Da e County) and/or the AHJ (in areas other than Miami Dade Comp) reserve the !felt to
have this product or material tested for quality assurance purposes. If this product or mated& fails to lerfonm in •'
•
the accepted manner, the manufacturer will incur the expense of such testing and the A'1 ¶ay infinedi.ately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BURA•feserves the right • •
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisi i that this pfidddct 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 FlgrjJ ldin •• ►
including the High Velocity Hurricane Zone.
• • •
• DESCRIPTION: Series "450" Outswing Aluminum. Door w/ Sidelites - Impact °•••••
•APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Doors & Sidelites",1fleett 1, 1.1•Vinu ;h
7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/02/98 and last revised on 11 -08 -2006, signed and sed
by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice
of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 -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 & renews NOA # 03- 0422.02 and, consists of this page 1 as well as approval document
mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
•
NOA No. 06- 0127.02
Expiration Date: November 09, 2011
Approval Date: November 30, 2006
Page 1
••••
• •
•••••
•
• •
• •
• •
Construction Glass Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file # 03- 0422.02)
1. Manufacturer's die drawings and sections.
2. Drawing No.W98 -01, titled "Series 450 Doors & Sidelites ", sheets 1, 1.1 through
7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/02/98 and last revised on
11 -08 -2006, signed and sealed by Dr. Humayoun Farooq, P.E.
B. TESTS (transferred from file # 03- 0422.02) Original test conducted per FBC, PA 201,
202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94.
1. Test report on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94.
4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94
5) Large Missile Impact Test per SFBC and PA201 -94
6) Cyclic Wind Pressure Loading per SFBC and PA203 -94
Along with manufacturer's parts and section drawing marked -up drawings of an •
aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory= Inc: Test: • •
Report No. HTL -97055 (0080 -912 -97) dated 09/23/97 thru 02/27/98 forApieicknen #j ! Er • • •
3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201- 94•&.2.A203 -94, . • •
signed and sealed by Timothy S. Marshall, P.E. • • •. . •
2. Additional test report on •••• ••••
1) Uniform Static Air Pressure Test, Loading per PA'2a2 -94: • .'.
2) Large Missile Impact Test per SFBC, PA201 - %4 • „„ •
3) Cyclic Wind Pressure Loading per SFBC, PA 2031'94 • •..
Along with manufacturer's parts and section drawing marked -up drawings g•41umirium• •'
out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test RtporrNo.
01071 (0080- 0402 -02) dated 04 /01/20028 tested per PA201 -94 & PA203 -94, signed and' •
sealed by Vinu Abraham, P.E.
C. CALCULATIONS
1. Anchor verification dated 12- 21 -05and last revised on 11/06/06, prepared by Al-
Farroq Corp., complying w/ FBC 2004 prepared, signed and sealed by Dr.
Humayoun Farooq, P.E.
2. Glazing complies with ASTME- 1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for ” Solutia
Interlayers ", expiring on 03/04/09.
F. STATEMENTS (transferred from file# 02- 0702.01).
1. Statement letter of conformance and no financial interest, dated 12- 21 -05, signed
by Dr. Humayoun Farooq, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises & renews # 03- 0422.02, expiring 11-09-06
I9k41 �. LLctvic
#shag I. Chanda, P.E.
E -1
Product Control Examiner
NOA No. 06- 0127.02
Expiration Date: November 09, 2011
Approval Date: November 30, 2006
• •
•
•
•
• •
• •
Y )ECAL ELEVATIONS
STEPS TO USE CFIARTS /GRAPHS
SEE SHEETS 6 4 1.
O
6 7/8'
74 -1/2'
FRAME WIDTH
11 1/4'
AL. DP0.
WIDTH
product.: Series 450 Outewing Doors 4 Stdalttes
D.L. 0P0.
WIDTH
date : 10 -20 -91 sheet 1 of
/
/I
\
FRAME
1 c
\
■
/
MULTIPLE
SIDELITES
AVAILABLE
M
f
0
TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS.
ANCHORS TO BE AT 6° FROM CORNERS
MAX. SPACING 24° O.C. AT HEAD & SILL.
113 -1/16'
FRAME WIDTH
PANEL
WIDTH
D.L. OPG.
WIDTH
24'
12 -7/8'
30'
18 -7/8'
36'
24 7/8'
42'
30 -7/8'
PANEL
HEIGHT
D.L. OPG.
HEIGHT
80'
66 -1/2'
84'
70 -1/2'
90'
76 -1/2'
96'
82 -1/2'
108'
94 -1/2'
•
••••••• • ••
• ••
• •• • • S • •••
• • • Ent: 0•. H•fAYY61N oAR000
•• ••• •• S1UCTJ%ES• ••
R4 PE # 18557
FRAME HEIGHT = PANEL HEIGHT + 1.750°
FRAME WIDTH = PANEL WIDTH + 2.750°
revisions:
A 11.0141
8 11.14.@
C 08.08.03
0 1214.05
E 10. 8.08
• • •• • - — • :•
• • • • • • 444 ON Z006
• • • • • • • ••
••• •
•
•
• ma�yy.,,.
Mumma
�.t9t27•o2.
T177371f , /1
•
•
-O - OUTSWNG DOOR DETAIL
II
- ITEM DESCRIPTION
(sea sheet 2 of 1)
CHIA2 M. PER M01 E -1900 8 1107 2011
CCMS WPES 206
BOIL. LASS AWED
NO aurae nos *ma
tat 08490 116 01152
REV. PER BWa COMM
W98 -01
En ik
CORPORATION
construction glass industries corporation
10100 northwest 25 street miami, florida 33172
product.: Series 450 Outewing Doors 4 Stdalttes
J
date : 10 -20 -91 sheet 1 of
/
/
\
FRAME
1 c
PANEL
WIDTH
D.L. OPG.
WIDTH
24'
12 -7/8'
30'
18 -7/8'
36'
24 7/8'
42'
30 -7/8'
PANEL
HEIGHT
D.L. OPG.
HEIGHT
80'
66 -1/2'
84'
70 -1/2'
90'
76 -1/2'
96'
82 -1/2'
108'
94 -1/2'
•
••••••• • ••
• ••
• •• • • S • •••
• • • Ent: 0•. H•fAYY61N oAR000
•• ••• •• S1UCTJ%ES• ••
R4 PE # 18557
FRAME HEIGHT = PANEL HEIGHT + 1.750°
FRAME WIDTH = PANEL WIDTH + 2.750°
revisions:
A 11.0141
8 11.14.@
C 08.08.03
0 1214.05
E 10. 8.08
• • •• • - — • :•
• • • • • • 444 ON Z006
• • • • • • • ••
••• •
•
•
• ma�yy.,,.
Mumma
�.t9t27•o2.
T177371f , /1
•
•
-O - OUTSWNG DOOR DETAIL
II
- ITEM DESCRIPTION
(sea sheet 2 of 1)
CHIA2 M. PER M01 E -1900 8 1107 2011
CCMS WPES 206
BOIL. LASS AWED
NO aurae nos *ma
tat 08490 116 01152
REV. PER BWa COMM
W98 -01
En ik
CORPORATION
construction glass industries corporation
10100 northwest 25 street miami, florida 33172
product.: Series 450 Outewing Doors 4 Stdalttes
ENGINEER : Al Farooq Corporation
Dr. Humayoun Farooq
Structural -Fla. PE • 16551
date : 10 -20 -91 sheet 1 of
1
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ELEVATIONS
TRUE
HORIZONTAL
MUNTIN
CI OR MORE
PER PANEL)
OPTIONAL TRUE MUNTINS
DOOR OR SIDELITE
rn
RESIDENTIAL 1- 1ARDLUARE
GLASS TYPE 13.4
/
MAX. DOOR HEIGHT
\\
11
\\
i
i
\
\
10g
ABOVE 90 -3/4'
/
\
i
/
- 12I
COMMERCIAL NARDWARE
HINGE LOCATIONS
MAX. DOOR HEIGHT
NO. RECD.
MAX. SPACING
UPTO 90 -3/4'
3
35 1/2'
ABOVE 90 -3/4'
4
30 1/2'
GLASS TYPE 135
TYPICAL GLAZING DETAILS
• •••••••••••
•
• • •
• • •• �y I • • • • • • • 0DUCf RENEWED
• • • or; r. 1MA1/U• LAR000 • i1IDe p7aii�Ia
B sIRUCn»ESa• • • Ccalg
FlA PE $ 1057
'd /27.0'i— soon
• • • • • • Cfi ?1)011 rellian
U : oa.ad
61,1i 8 :-.:310
I- IARDUJ4RE DESCRIPT1t l\t
• • •• ••
• • •
GLASS TYPE 13C
LECA
-0 - - OUTSU1INCs DOOR DETAIL
I
- ITEM DESCRIPTION
fees sheet 2 of 1)
W98 -01
EZ k
CORPORATION
construction glass industries corporation
10100 northwest 20 street miami• florida 33172
product : Series 450 stewing Doors 4 SIdelltee
ENGINEER : Al Farooq Corporation
Dr. Humayoun Farooq
Structural -Fla. PE • 16551
date : I0 -20 -51 I eheet U of
1
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
P ILL OF MATERIALS
ITEM
I
12A
2B
2C
3
4
5
6
1
8
10
10,4
10B
11
12 1
DESCRIPTION
*12 X 1 1/4" I-IEX HEAD 5/5 SMS (3 PER CONNECTION)
3/8 -16 FULLY THREADED CONTINUOUS ROD
3/8 -16 HEX NUT
I I/2" X 1 1/2" X 3 /16 "THK. ALUMINUM PLATE
SHEAR CLIP (EXT. NO. 506)
DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT
6" FROM ENDS 4 24 3/16" O.C. MAX.
9/32" DIA. HEAD 4 SILL INSTLL. HOLES AT
6" FROM ENDS, 3 CENTER OF PAIRS
SPACED 6" O.C. 4 24" O.C. MAX.
*10 X 1" PH -PH -55 TEKS SCREW, 3" 4 1"
FROM ENDS 4 24" O.C. MAX.
*14 X 3/4" HEX HEAD 5/5 TEKS SCREW AT
6" FROM ENDS 4 24 3/16" O.C. MAX.
320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB * 3032)
350 HIGH FOAM -TITE WEATHERSEAL (AMESBURY *32011)
THREE POINT LOCK AT ACTIVE LEAF
CUSTOM CGI THREE POINT LOCK
MECHANISM WHICH CONSISTS OF (1) TITAN
KWIKSET SERIES 180 DEADBOLT (OR EQUAL)
(2) DEADBOLT LATCH (TOP 4 BOTTOM) AND
CUSTOM CGI INTERIOR LINKAGE MECHANISM
REFLECTOLITE SERIES 6000
THREE POINT LOCK MECHANISM
HAGER 4 I/2" X 4" SOLID BRASS (OR 5/0) HINGE
SECURED WITH (0) *12 -24 X 1/2" BRASS F.H. M.S.
(3 PER PANEL UP TO 1' -6 3/4" HIGH)
(4 PER PANEL OVER T-6 3/4" TO 9' -0 3/4" HIGH)
FLUSHBOLT AT TOP 4 BOTTOM OF INACTIVE
LEAF (DELTA MODEL 5509) WITH REINFORCED TIP
13
141
15
16
11
18
19
13A
135
113C1
1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS
(2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYERf
1/2" NOMINAL (.466 ACTUAL) NEAT STREN'D LAMINATED GLASS
(2 PCS.) 3/16" T}-IK. I-1.5. GLASS AND .090" SAFLEX INTERLAYER
1" NOMINAL (.566 ACTUAL) INSUL. ANN. LAMINATED GLASS
1/8" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND
(2 PCS.) 3/16" II-4K. ANN. GLASS AND .090" SAFLEX INTERLAYER
OR
I" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS.
1/4" TEMP. GLASS (OUTBOARD), V4" AIR SPACE AND
(2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER
GE -1200 SILICONE
3/4" X 1 1/4" X 3/4" X I /8 "THK. CONTINUOUS ALUMINUM
CHANNEL SECURED WITH INSTALLATION SCREWS
( SEE ITEM 5 )
1/2" THK (nom) CUSTOM ALUMINUM PANEL CONSISTING
OP (2) .090 THK ALUM. 5I-4EETS 4 (1) 1/4" PLYWOOD
AT CENTER
1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM
TAPE WITH ONE SIDE ADHESIVE
PLASTIC WEEP BAFFLE
1/8" X 5" X I/8" THK. CONTINUOUS ALUMINUM SILL
ANGLE ADAPTOR
EXT. = EXTRUSION LIST 900, 501, 502, 506, 501, 508, 509, 510 4 511
ALL EXTRUSIONS ARE 6063 -T6.
•
• • • • • • •
• • •
•
• • mgr. •R. 1UWOU; •FAR0p0 •
• • ;7 gC• FIa 7••
• • 14g.
• • •
• •
•• •
••• • N�
• • • •
•
• • •
• iNI:V io •`LDD�
•
ntoutcriusramtv
Z*°° MmIMPlaids
tea.. c- otrr.oz
11
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W98 -01
calk
CORPORATION
construction gloss industries corporation
10100 northwest 25 street miami, florida 33172
product : Series 450 Outowing Doors i Sidelites
ENGMEER : Al Farooq Corporation
Dr. Numayoun Farooq
Structural -Fla. FE •16551
date: 10 -20 -51 sheet 2 of
1
••• • • • • ••• •
• • • • • • •
• • • ••• • •
• • • • • • •
• •• •• • • •
••• • • • •••
• • •
•• ••
X 3 3/4" LONG
�TAPCOAI$CREW
SE- SPE -T6 •
OPTIONAL
INSTALLATION
INTO 2X4 PT WOOD
2X4 FT WOOD
TYPICAL PANEL ASSEMBLY
TYPICAL PANEL ASSEMBLY
TYPICAL. PANEL ASSEMBLY
TYPICAL
TYPICAL
OPTIONAL
SQUARE GLAZING
TYPICAL
,z
SCREWS
3/ EN
I /4° • X 13/4° LONG
TAI"CCN SCREW
• 8.01.55011 ENDS
AND 24° O);.
(INTERMEDIATE ANCHORS)
2.082
0
:n
NOTE: WOOD BUCKS NOT BY CGI
MUST SUSTAIN LOADS IMPOSED
BY GLAZING SYSTEM.
NOTE:
INTERIOR
502
4.812
EXTERIOR
9
505
•• ••• • • • • • ••
•
• • •• • • • • • •
• • • ••_•.•_••
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u�r: v. H AYYuri iM1000 • = wawa
•
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8 3 � ita. PE $ i 8557 � ^01274 Z.1
f
ALL ANCHOR CONDITIONS SHOWN ON $ @ •7`
SHEETS 3, 4 AND 5 MAY BE DIRECLY• • • • • • • • •
TO MASONRY WITH 1 /4" MAX. SHIM. SFi4C: -s 1 AI\ • )•.:U9ly
WITHOUT VARIATION IN CAPACITY; •. • • • `Q' Is • ' • • � •
••
•
•
•
••
•
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
12
13
OR
OUT SWING DOOR
602
16
TOP 4 BOTTOM
OF INACTIVE PANEL
W98 -01
•
ra k
CORPORATION
construction glass industries corporation
10100 northwest 25 street miami, florido 33172
product : Series 450 Outewing Doors 4 Stdelites
ENGINEER : AI Farooq Corporation
Dr. Numayoun Farooq
Structural -Fla. PE • I6551
date: 10 -20 -91 sheet 3 or
1
4!3
SWEEP
11
MILLION
511
2.878
1.250
511
DOOR FRAME WIDTI -I
SMALL SIDELITE
STILE (EXT. 503)
AT SIDELITES
1' -6" WIDE OR
SMALLER
t
.675
4.812
EXTERIOR a DS•
SEALANT
SIDELITE FRAME WIDTH
F
I !,.
..........
....._
THIS SILL [5
NOT RATED
FOR WATER
1X4 PT WOOD
T�±I
SIDELITE FRAME WIDTH
1250
REFER TO SHEET 2 OF 1 FOR
4" woe TYPICAL BILL OF MATERIALS
THRESHOLD
SADDLE ••• ••• • • • • • ••
• • •
• •• • • • ••• •
• • • I§ Fir. ii HTI.u`.'�JM—�Q70 •
S!Ia1(1URE; • • •
F'A. PE # 16337
1/4" 0 X 1 3/4" LONG
TAPCON SCREW
s 6" FROM ENDS
4 24" O.G.
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• •
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•
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SHIM
1/4" 0 X 3 3/4" LONG
TAPCON SCREW
• 6' FROM ENDS
4 20" O.C. AT
INTERMEDIATE ANCHORS
SEE SHEET 6
W98 -01
CM ik.
CORPORATION
construction gloss industries corporation
10100 northwest 25 street miami, florid() 33172
product : Series 450 Outewtng Doors 4 Sidelttes
ENGINEER : Al Farooq Corporation
Dr. Humayoun Farooq
Structural -Fla. PE016.551
date: 10 -20 -51 sheet 4 or
1
••• • •
• • •
• • •
• • • •
• •• ••
••• • •
• • •••
• • •
••• •
• • •
• • •
• •••
• •
• •
• •
• • •
•• ••
*10 X 1" PI -I -PF I
SMS S/S
(2 PER 1 3 1 CLIP)
511
.3
4
.675
Fri
MULLION
1
4.812
511
SEALANT
4.812
675 b-
SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH
•• ••• • •
•
•
• • • • • • „P• • Mena' t
• E„• or• Hu•IAY0084 *ROW • • t11AMsp s
• • • • • • sr�:c;u,arrs • • •
FLA. PO 8 18557 Z %(%�i
SGw au�-4
• • $� • • ••• •.• Cevud
• • • • •
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•
• • •
•
REFER TO SHEET 2 OF 1 FOR
TYPICAL BILL OF MATERIALS
W98 -01
rni■
CORPORATION
construction gloss industries corporation
10100 northwest 25 street miami, florid° 33172
product : Series 450 Outswtng Doors 1 Stdelttes
ENOINEER : AI Parooq Corporation
Dr. Fklmayoun Farooq
Structural -Fla. PE • Ib551
date : 10 -20 -51 1 sheet 5 of
1
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
sheet 6 of 7 )
PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS
LAMINATED GLASS
PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDEUTES AND MULLIONS
INSULATED LAMINATED GLASS
NOMINAL DIMS.
OUT -SWING
DESIGN LOAD CAPACTY -PSF
PANEL
WIDTH
PANEL
HEIGHT
ANN. LAM. GLASS (TYPE 13A)
H.S. LAM. GLASS (TYPE 13B)
EXT.
INT.
EXT.
INT.
MULLION
LOAD CAPACITY
PSF
NOMINAL DIMS.
. OUT -SWING
DESIGN LOAD CAPACTY -PSF
PANEL
WIDTH
PANEL
HEIGHT
IN8U1. ANN. LAM. GLASS (TYPE 13C)
EXT.
INT.
2/0
2/6
3/0
3/6
6/8
100.0
100.0
100.0
110.0
110.0
100.0
100.0
100.0
1I0.0
110.0
100.0
100 .'0
100.0
110.0
110.0
87.1
87.1
100.0
110.0
110.0
2/0
2/6
3/0
3/6
6/8
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
2/0
2/6
3/0
3/6
7/0
100.0
100.0
100.0
110.0
110.0
100.0
100.0
100.0
110.0
110.0
100.0
100.0
100.0
110.0
110.0
2/0
2/6
3/0
7/0
80.0
80.0
80.0
80.0
80.0
80.0
82.6
82.6
100.0
110.0
110.0
2/0
2/6
3/0
3/6
7/6
100.0
100.0
100.0
110.0
110.0
100.0
100.0
100.0
110.0
110.0
100.0
100.0
100.0
110.0
110.0
76.8
76.8
100.0
102.9
110.0
2/0
2/6
3/0
8/0
100.0
100.0
100.0
110.0
110.0
2/0
2/6
3/0 .
7/6
80.0
80.0
80.0
80.0
80.0
80.0
2/0
2/6
3/0
8/0
80.0
80.0
80.0
80.0
80.0
80.0
100.0
100.0
100.0
110.0
110.0
100.0
100.0
100.0
110.0
110.0
2/0
2/6
3/0
9/0
100.0
100.0
100.0
110.0
110.0
100.0
100.0
100.0
110.0
96.6
100.0
100.0
1000
100.0
80.5
LOADS SHOWN ABOVE ARE FOR DOORS USING
THRESHOLD (CO WHERE WATER NFILTRATION
REQUIREMENTS ARE NOT APPLICABLE
AND FOR THRESHOLD IN ANY CONDITION.
WOWING
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02 (3 SEC. GUSTS)
OUT 1th (SADDLE)
LOADS SHOWN ABOVE ARE FOR DOORS USING
THRESHOLD WHERE WATER INFILTRATION
REQUIREMENTS ARE NOT APPLICABLE
AND FOR THRESHOLD S -0 IN ANY CONDMON.
PANEL WIDTH
THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR
SINGLE OR DOUBLE LEAF DOORS.
REFER TO TABLES ON SHEET 7 TO DETERMINE
•• ••• • • • • • ••
•
STEPS TO USE CIH1RTS; • •
1. DETERMINE WIND LOAD 8.4 ON PR:VIS1N0OF:204 F:71ZIIA BLIA000DE.
2. DETERMINE WATER INFIL1 AAION QUIREMENRg BASE% ON IPRORISIO►IP OF FBC.
3. SELECT A DOOR SYSTEM I.E. INSWONG /OUTSWING AND TYPE OF THRESHOLD.
4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART.
THE ALLOWABLE LOADS (RUST WET OR EX0 /60 THE•OESIGN LQAy% RE81,1MMENTS.
5. SELECT AND CHECK A1404 TC:MEET 143. • •
8. FOR MULLED SIDELIT€ REF ER•T0:A1UIS10 PCAPACIW. • • • •
• • • • • • •• ••
•••
0
•
•
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/
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/
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PANEL WIDTH
PANEL WIDTH
ANCHORS REQUIRED.
Engr. DR. HUNAYDUN FAHA00
STRUCTURES
P.A PE 1 18557
J
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drawing no.
W98 -Q1
• •
• •
• •
• • •
•• ••
• •
• • •••
• • •
••• •
• • •
• • •
• •0•
• •
• •
• •
• • •
•• ••
0
PANEL WIDTH
SINGLE DOOR OR SIDELIT
0
0:
DOER HEIGHT
POUBLE DOOR
FOR SIDELITE AVG. PANEL WIDTH = DOOR PANEL + FIXED PANEL
2
MULLION ANCHORS AT SIDELITES
MTG. STILE ANCHORS AT DOUBLE DOORS
NOMINAL DIMS
DESIGN LOAD CAPACTY-PST
NOMONAL D<ffi3.
DESIGN 1.0AD CAPACTY-PSF
TYPE 'B'
TYPE 'C
TYPE 'B'
TYPE 'C
PANEL
WIDTH
PANEL
HEIGHT
CLUSTER OF
2 ANCHOR
CLUSTER OF
4 ANCHORS
CLUSTER or
8 ANCHORS
CLUSTER OF
2 ANCHORS
CLUSTER OF
4 ANCHORS
PANEL
WIDTH
PANEL
HEIGHT
CLUSTER OF
2 ANCHORS
CLUSTER OF
4 ANCHORS
CLUSTER OF
8 ANCHOR
CLUSTER OF
2 ANCHOR
CLUSTER OF
4 ANCHORS
2/0
2/6
3/0
3/6
6/8
88.2
110.0
110.0
110.0
110.0
2/0
2/6
3/0
3/6
6/8
88.2
110.0
110.0
110.0
110.0
70.6
110.0
110.0
100.3
110.0
70.8
110.0
110.0
100.3
110.0
58.8
110.0
110.0
83.8
110.0
589
110.0
110.0
816
110.0
50.4
1009
110.0
71.7
110.0
50.4
100.8
110.0
71.7
110.0
2/0
2/6
3/0
3/6
7/0
84.0
110.0
110.0
110.0
110.0
2/0
2/6
3/0
3/6
7/0
84.0
110.0
110.0
110.0
110.0
671
110.0
110.0
956
110.0
67.2
110,0
110.0
95.5
110.0
56.0
110.0
110.0
79.6
110.0
56.0
110.0
110.0
79.6
110.0
48.0
98.0
110.0
681
110.0
48.0
98.0
110.0
682
110.0
2/0
2/6
3/0
3/6
7/6
78.4
110.0
110.0
110.0
110.2
2/0
2/6
3/0
3/6
7/6
78.4
110.0
110.0
110.0
110.0
62.7
110.0
110.0
89.2
110.0
82.7
110.0
110.0
89.2
110.0
52.3
104.5
110.0
74.3
110.0
52.3
104.5
110.0
74.3
110.0
44.8
89.8
110.0
63.7
110.0
44.8
89.8
110.0
817
110.0
2/0
2/6
3/0
8/0
73.5
110.0
110.0
104.5
110.0
2/0
2/6
3/0
8/0
736
110.0
110.0
104.5
110.0
58.8
110.0
110.0
83.8
110.0
558
1160
110.0
83.8
110.0
49.0
880
110.0
89.7
110.0
49.0
980
110.0
69.7
110.0
2/0
2/6
3/0
9/0
65.3
110.0
110.0
92.9
110.0
2/0
2/6
3/0
9/0
85.3
110.0
110.0
929
110.0
52.3
1046
110.0
74.3
110.0
523
104.5
110.0
74.3
110.0
416
87.1
110.0
61.9
110.0
43.6
87.1
108.9
61.9
110.0
3,11
••
•
•
•
•••
•••
•
•
••
•••
ANCHORS:
TYPE 'B "- 1/4" TAPCON
TYPE 'C'-
STEPS TO USE CHARTS;
1. SELECT TYPE OF ANCHOR
2. FOR SIZE OF UNITS DETERMINE ALLOWABLE
LOAD CAPACITY. THIS LOAD CAPACITY MUST
C O }rRR NT RM�tI N
e 6A STEP 1
•CIF 0 EETO O.• • •
• • • • ••• •
•• • • • ••
• • •• • ••• •••
• • • • • • • •
• • • •• • • • •
• • •
• • • • • • • •• ••
••• • • • . •
•••
•
•
•
•
•••
• •
• •
• •
• • •
•• ••
• •
• • •••
• • •
••• •
• • •
• • •
• •••
• •
• •
• •
• • •
•• ••
• •
INTO WOOD STRUCTURES
1 -3/4" MIN. PENETRATION INTO WOOD
THRU WOOD BUCKS INTO CONC. OR MASONRY
1 -1/4° MIN. EMBED INTO CONC. OR MASONRY
1/4" TAPCONS
DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
EDGE DISTANCES
INTO CONCRETE AND MASONRY = 2 -5/8" MIN.
INTO WOOD STRUCTURE = 1" MIN.
Eng, DR. HUAIAYOU9 FAR000
STRUCTURE.
FIA PE # 18557
4i'Y a 201.16
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drawing no.
W98 -01
(sheet 7 of 7
#12 SCREWS
2/ LEG
#12 SCREWS
3/ END
HEAD CORNER DETAIL
CORNERS TO BE SEALED WITH
LOW MODULUS SILICONE SILPRUF
OR EQUIVALENT.
2 X 2 X 1/4°
ALUM ANGLE
SILL CORNER DETAIL
SILL CORNER DETAIL
•• 4100 • • • • • ••
•
• • •
• • • •
• • • • • • • • •
•• •00 •• • • • 00
mosucrosiaswo
1461110 �Za�L
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• • • • •• • ••• •••
• • • •
• • • • 0• • • • •
• •
• • • • • • • 00 0.
•00 • • • • ._
1410 • • • • 0.0 • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• 00 41. • • • •• ••
000 • • • 1.41 • •
4 ;r`v 4 g 20ob
drawing no.
W98 -01
sheet 7.1of 7
BUILDING CODE COMPLIANCE OFFICE (I3CCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Construction Glass Induqr, i ration
10100 N.W. 25a S t .'
Miami, FL 33 i
SCOPE:
This NOA is
materials. Th
and accept
where allo
This NOA s
Division (In Mi
M
NOV 0 9 2001
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www .miamidade.2ov/buildinecode.com
livable rules and regulations governing the use of construction
ed has been reviewed by Miami -Dade County Product Control Division
d Appeals (BORA) to be used in Miami Dade County and other areas
Jurisdiction (AHJ).
Ali n_ fter thkxpiration date stated below. The Miami -Dade County Product Control
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 juijsdiction: It(SR'A
reserves the right to revoke this aceptance, if it is determined by Miami -Dade County Ptoduct:cattrEol
Division that this product or material fails to meet the requirements of the applicable buff fiig'dode. •
This product is approved as described herein, and has been designed to comply with the 1~'1o'r1d'a Building•
Code, including the High Velocity Hurricane Zone. . " ". • • • •
DESCRIPTION: Series "238 Designer" Aluminum Fixed Window — L.M.I. ...... • • • •
APPROVAL DOCUMENT: Drawing No. W01 -83, titled "Series -238 Aluminum Degi n& Fixed • • r • • •
Window ", sheets 1 through 7 of 7, dated 12/27/2001, revision A, dated 04/30/2007, preps 1'6y Al -Farot q
Corporation, signed, sealed and dated 05/08/2007,by Humayoun Farooq, P.E., bearing the Miami- Dade • • •
County Product Control Revision stamp with the Notice of Acceptance number and expj,io13 date b s phe .
Miami -Dade County Product Control Division. • •
MISSILE IMPACT RATING: Large and Small Missile impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 -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 and renews NOA # 02- 0122.05 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 Jaime D. Gascon, P.E.
••
4
NOA No. 07- 0312.01
Expiration Date: October 20, 2008
Approval Date: June 14 , 2007
Page 1
.....•
•
•
•
000000
• •
......
• •
OOO • •
.....
OOOOOO
• •
OOOOOO
•
Construction Glass Industries Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1"1ED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W0143, titled "Series -238 Aluminum Designer Fixed Window", sheets
1 through 7 of 7, dated 12/27/2001, revision A, dated 04/30/2007, prepared by Al-
Farooq Corporation, signed, sealed and dated 05/08/2007,by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, PA- 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94
3) Water Resistance Test, per FBC, PA- 202 -94
along with marked -up drawings and installation diagram of an aluminum fixed
window with 3/16" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL -1018, dated 09/26/94, signed and sealed by Yamil Kuri, P.E.
(Submitted under NOA #02- 0122.05) • .
• • • •
2. Test reports on 1) Air Infiltration Test, per FBC, PA- 202 -94 .. • ... ......
2) Uniform Static Air Pressure Test, Loading per 1 M(1A- 202 -94,
3) Water Resistance Test, per FBC, PA-202-94 •••• , • ....
along with marked -up drawings and installation diagram of an alunIrrlitm fixed • • • •'
window with 3/16" temp. glass, prepared by Fenestration Testing : o ••ratory, :nc.,'.
Test Report No. FTL -1024, dated 09/26/94, signed and sealed by.Y2ij Kurt, 1.;'
(Submitted under NOA #02- 0122.05) •
••••
3. Test reports on: 1) Large Missile Impact Test per FBC, PA- 201 -94" • ••••
•
2) Cyclic Wind Pressure Loading per FBC, PA- 203 -94 ••
along with marked -up drawings and installation diagram of an aluminum fixed
window with 1/8" ann. Glass w/DuPont Sentryglas R-457, prepared by American Test
Lab of South Florida, Test Report No. ATLSF - 1209.01 -94, dated 12 /9- 14/94, signed
and sealed by Gerard B. Sullivan, P.E.
(Submitted under NOA #02- 0122.05)
4. Test reports on 1) Large Missile Impact Test per FBC, PA- 201 -94
2) Cyclic Wind Pressure Loading per FBC, PA- 203 -94
along with installation diagram of a 48" wide x 72" high Series 238 alum. fixed
window (Tombstone) glazed with 5/16" laminated glass w/ Saflex interlayer, prepared
by Hurricane Test Laboratory, Test Report No. HTL- 0080- 0303 -96, dated 03/05/96,
signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA #02- 0122.05)
E -1
Jaime D. Gascon,
Chief, Product Control Division
NOA No. 07- 0312.01
Expiration Date: October 20, 2008
Approval Date: June 14 , 2007
•
•
•
• •
......
• •
• •
.....
OOOOOO
.'
•
......
• •
......
• •
Construction Glass Industries Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
5. Test reports on 1) Air Infiltration Test, per FBC, PA 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94
3) Water Resistance Test, per FBC, PA- 202 -94
4) Large Missile Impact Test per FBC, PA- 201 -94
5) Cyclic Wind Pressure Loading per FBC, PA- 203 -94
along with installation diagram of a 48" wide x 72" high Series 238 alum. fixed
window (Tombstone) glazed with 3/16" tempered glass, prepared by Hurricane Test
Laboratory, Test Report No. HTL- 0080 - 0502 -97, dated 05/1 &2/97, signed and sealed
by Timothy S. Marshall, P.E.
(Submitted under NOA #02- 0122.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, prepared by Al- Faroog
Corporation, dated 1/15/01, signed and sealed by Humayoun Faroe %P'F. •
Complies with ASTM E1300-98/02 • ...... .
•
•
......
•
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
•••.
•
••..
•
••••
• •
••.•
• • • ••
• • •
E. MATERIAL CERTIIeICATIONS • • • '' • • • •
1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNimdui & Co,mtric.
for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/0$... •
2. Notice of Acceptance No. 06- 0216.08 issued to Solutia Inc. for their "Saflex OIG •
Clear or Colored interlayer" dated 05/04/2006, expiring on 05/21/2011. • • •
04/14/08.
F. STATEMENTS
1. Statement Letter of conformance, dated May 02, 2007, signed and sealed by
Humayoun Farooq, P.E.
2. Statement letter from manufacturer stating that the product has not changed and
requesting a One -Year Renewal to allow the time to perform a verification test, dated
March 6, 2007, signed by Jorge Santaella.
3. Letter from laboratory confirming manufacturer has contracted and scheduled
verification tests, issued by Hurricane Test Laboratory, LLC, dated March 06, 2007,
signed by Monica Reum.
G. 01 HER
1. None.
E -2
or
Jaime D. Garcon, P.
Chief, Product Control Division
NOA No. 07- 0312.01
Expiration Date: October 20, 2008
Approval Date: June 14 , 2007
••....
•
•
• •
......
• •
•••••
• •
•.••.
••••••
•
•
•
•.•...
• •
••..••
• •
GENERAL WINDOW SECTIONS
AT EACH END AND
18' O.C. TYP.
FOR GLASS TYPES
REFER TO
SHEETS 3, 4 & 5.
D.L OPG.
VENT HEIGHT
WINDOW HEIGHT
EXTERIOR
INSTRUCTIONS'
USE CHARTS AS FOLLOWS.
DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2 SEE CHARTS ON SHEETS 3 THRU 5 FOR DESIGN LOAD
CAPACITY OF DESIRED GIASS SIZE BASED ON APPLICABLE
WIND DURATION.
STEP 3 USING CHART ON SHEET 7 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
SHALL APPLY TO ENTIRE SYSTEM.
0
1
6° MAX. TYP.
HEAD /SILL
CORNERS
WINDOW WIDTH
VENT WIDTH
WW -2°
D.L OPG.
WW -6 1/2'
1 SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
tig
FOR MULLION/MULTIPLE UNITS, REFER TO
SEPARATE CGI MULLION N.O.A.
NOTES;
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
HIGH VELOCITY GNIRRIQANE•ZOOE (ilVH2).• • •
WOOD BUCIfS BY OTH PUS, BR ANCHORE4 PF1j11 LY TO TRANSFER
LOADS TO THK STRU ;TIRE• • • • • • • •
ANCHORS STO LEAS JfA�SS R� SSPACED•ASCHTy4N ON IETAILS, ANCHORS
MA CALL 81 BEYOND ELALI• RESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DU�iAT1QPP INCREASE !N •1LLOV�BLE STR S USED IN DESIGN OF
ANCHORS I O • ONL i • • • • i • • •
MA TERII INCL1 ING•BUPNO, UAIQED•TO MET/ SCREW', THAT COME INTO
CANT O DISSIpBLAp MyER HAL REQUIRENENTS
• •
OF 2 4 rLORIDR BLDG. COD! SECTION
2003.8.4.. •
17° MAX.
TYP.
TYPICAL. ELEVATION
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUIItNa ARE NOT REQUIRED.
Eng,, DR HUMAYOUN FAROOQ
SIRIXTURES
PE 7
CAN. 3535
MAY t 8 2007
••• • •
• • •
• • •
• • • •
• •• ••
••• • •
• • ••• • •
• • • • •
••• • • •
• • • • • •
• • • •• ••
• ••• • •
ray,u
SERIES -238 DESIGNER FIXED WINDOW
8
n
v
0
a
E
C
drawing no.
WO1 -83
(sheet 1 of 7
MITERED
WELDED CORNERS
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /R6MAR5S
CGI -386
4
FRAME
8083 -T6
MDNDf OR ECUN.
2
001 -387
4
VENT
8063 -T6
INOALEf OR EQUN.
2A
001 -38710
4
VENT (INSUL GLASS)
6063 -T8
INDALEX OR EQUIV.
3
CGI-
4
GLAZING BEAD
6083 -T5
INDALDI OR EQUIV.
4
-
AS READ.
GLAZING BEAD SCREWS • r FROM ENDS & 20. 0.C. MAX.
-
#12 X we SUS
5
-
-
GLAZING COMPOUND
SILICONE
GE -1000 ( NON - IMPACT )
SA
-
-
GLAZING COMPOUND
SILICONE
GE -1200 ( IMPACT )
8
-
4
1/r X .090° SINGLE FACED GLAZING TAPE
FOAM
-
7
0200 X190
AS REPO.
VENT WEATHERSTRIPPING
-
SCHLEGEL 0-LON
8
-
AS REQO.
VENT SCREWS • 17. 0.C. TIP.
-
#10 X 1. 55 SMS
9
-
2/ CORNER
FRAME AND VENT ASSEMBLY SCREWS
-
#10 X 1 -1/4° S5 sits
COPED 97 CORNERS ONLY
VENT CORNER
ALL FRAME AND VENT CORNEAS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
WELDED CORNERS
MITERED COPED 97 CORNERS ONLY
FRAME CORNER
v �
PARTIAL CIRCLE
OCTAGON
WINDOW WIDTH
TUMBSTONE
1
WINDOW WIDTH
SQUARE OR RECTANGLE
NDOW WIDTH
PENTAGON
WINDOW LENGTH
FI i IPSF FULL CIRCLE
•• •• • • • • • • • • • • • • • • ••
• •
• • • •
• •• •• • .
•• ••• •• • • ••
•
W
WINDOW WIDTH • • • •
• • • •
VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE 21pI• WIRDOW WTTHlii •
A RECTANGULAR OR SQUARE SHAPE AND USING THOSE OIt3ENS1ISS •f0 CONSUL
CHARTS ON SHEETS 3. 4 & 5 FOR GLASS • • • • • • •
AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE. • •
•••
• •
• • •
• •
•
•••
•
•
•
••
•
•••
•
•
•
••
•
WINDOW LENGTH
HALF CIRCLE
.100
TYP.
1.510
2.085
-1 .835
1.625
.625 1
.798 L
FRAME
.500
2.215
100
.150
875
.750
I..-1.625—.I
VENT
1.500
2.215
.100
.160
.875
.750
1.865
VENT (INSUL GLASS)
.750
GLAZING STOP
Eregn SHUMA OUN FAROOQ
FLA. PE # 18557
CAN. Mn
MAY 0 8 2007
PRODUCT REVISED
as compiyias with Ore Florida
Balding Code Na
Es ion Dam
i.
EY
01
c
c
0
a
ac
O
8
drawing no.
W01 -83
•••
• • • • • •
• • • ••• • • • •
•
••• .• •• • • • ••• ••
• ••• • •
• • • • ••• 9
sheet 2 of 7
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO 6190 *.K REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
WIDTH
HEIGHT
EXT. ( +)
INT. ( -)
EXT. ( +)
1NT. ( -)
24'
EXT. ( +)
110.0
180.0
110.0
180.0
30"
110.0
110.0
144.0
110.0
144.0
36"
78'
110.0
120.0
110.0
120.0
42"
36°
110.0
120.0
110.0
120.0
48°
110.0
101.4
101.4
110.0
120.0
54'
84°
84.8
84.8
110.0
120.0
60"
110.0
74.7
74.7
110.0
114.3
24°
110.0
110.0
168.4
110.0
168.0
30'
96"
110.0
142.5
110.0
144.0
38°
110.0
110.0
120.0
110.0
120.0
42"
42°
102.9
102.9
102.9
102.9
48"
188°
85.0
85.0
102.9
102.9
54°
120°
75.1
75.1
102.9
102.9
60°
110.0
66.4
66.4
90.0
80.0
24"
110.0
110.0
153.1
110.0
180.0
30"
110.0
110.0
117.6
110.0
120.0
36"
81.3
101.4
101.4
110.0
120.0
42°
48"
85.0
85.0
102.9
102.9
48"
110.0
75.5
75.5
90.0
90.0
54'
90.0
68.4
88.4
90.0
90.0
80"
63.6
63.6
90.0
90.0
110.0
134.8
110.0.
154.3
24"
30°
99.4
99.4
110.0
120.0
36"
84.8
84.8
110.0
120.0
42'
54"
75.1
75.1
102.9
102.9
48"
68.4
68.4
90.0
90.0
54'
65.8
65.8
80.0
80.0
80°
59.0
59.0
80.0
80.0
24°
110.0
119.4
110.0
120.0
30°
87.8
87.8
110.0
120.0
36"
74.7
74.7
110.0
114.3
42"
a,
68.4
86.4
90.0
90.0
48"
63.6
83.6
90.0
90.0
54°
59.0
58.0
80.0
80.0
24°
110.0
112.5
110.0
120.0
30"
82.1
82.1
110.0
120.0
38°
68'
66.8
88.8
90.0
90.0
42°
58.1
58.1
90.0
90.0
48"
58.1
58.1
90.0
90.0
24"
105.4
105.4
110.0
120.0
30'
74.0
74.0
110.0
120.0
36°
72°
59.2
59.2
90.0
90.0
42"
51.2
51.2
90.0
90.0
..48'
49.8
49.9
83.9
83.9
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 MC 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
24°
EXT. ( +)
97.5
97.5
110.0
120.0
30'
110.0
672
67.2
90.0
90.0
36"
78'
50.8
50.8
90.0
90.0
42°
110.0
46.1
46.1
88.1
86.1
24'
110.0
103.0
103.0
110.0
120.0
30°
84°
63.0
63.0
90.0
90.0
36"
110.0
47.3
47.3
90.0
90.0
24'
110.0
87.5
87.5
110.0
120.0
30°
96"
56.3
56.3
90.0
90.0
36'
110.0
41.6
41.6
90.0
90.0
24"
110.0
69.8
69.6
90.0
90.0
30"
188°
53.5
53.5
90.0
80.0
24"
120°
58.8
58.8
90.0
90.0
WPIDOW LENGTH
WOW. WIDTH
•• •• . • • • • • • • ••
•
• •. • • • • •
• • • • • •
JIM
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTF� • • • • • • • • • • • •
VERTICALLY OR HORIZONTALLY AS SHOWN. • • • • • • • • • • •
PERFORMANCE VALUES
NO
REFER TO SHEETS
OF IMPACT RESISTANT
WINDOWS
DETAILS
SHUiitHa REQUIRED
6 AND 7 FOR INSTALLATION
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
WIDTH
HEIGHT
EM. ( +)
INT. ( -)
EXT. ( +)
INT. ( -)
19 -1/8°
110.0
210.0
110.0
210.0
26-1/2"
110.0
1662
110.0
196.2
37°
26'
110.0
166.2
110.0
1662
53-1/8°
110.0
120.0
110.0
120.0
19 -1/8°
110.0
200.6
110.0
200.6
26- 1/2 "
110.0
163.0
110.0
163.0
37°
-3/8,
110.0
116.8
110.0
116.8
53-1/8"
81.9
81.9
110.0
112.6
19 -1/8°
110.0
185.7
110.0
185.7
26-1/2"
50 -$/8"
110.0
125.2
110.0
147.2
92.1
92.1
110.0
116.8
37°
53 -1/8"
66.6
96.6
85.3
85.3
19-1/8°
110.0
177.5
110.0
177.5
26-1/2°
98.1
98.1
110.0
120.0
37°
63°
68.6
68.8
110.0
110.2
53 -1/8°
56.6
56.6
81.3
81.3
18-1/8'
110.0
120.0
110.0
120.0
26 -1/2°
74 -1/4°
85.2
85.2
110.0
120.0
37"
55.4
55.4
90.0
90.0
1/8" ANN. GLASS
.090 INTERIAYER
SAFLEX PVB
1/8" ANN. GLASS
GE -1220
SILICONE
5/18" NOMINAL
GLASS TYPE '2'
• •
• • • ••• • ••• •••
• • • NOiE• • • • •
• • •GLRSS•CAOACATIE6 ON:THIS BEET ARE
• • • • BASF�•Oht ATM E1300r02 SEC. GUSTS)
• •
3/18" ANN. GLASS
.090 INTERLAYER
SAFLEX PVB
3/16° ANN. GLASS
Ongr. DR. HUMAYOUN FAR000
SIRUCIURES
FLA. .P.N. 3E 6
0838 18557
MAY 0 8 2007
7/18" NOMINAL
GLASS TYPE '3'
0E -1200
SILICONE
PRODUCT REVISED
m
comphish WM► the P1a1Mle
AcSuttpm Code
No
Pa: :te
E'I7Lr7:
P1Wdest
8
Z_
tY
13
2
N
w
U)
0
a
0
0
u
v
0
2
1
8
drawing no.
WO1 -83
••• •
• • • • • ••• • •
• • • ••• • • • •
• •
• •• • • • • • • •
••• • • • • • • •• ••
• ••• • •
sheet 3 of 7
••• • • • • • • • • ••• • • •
• • • • • •
• ••• • •
••• • •• ••• ••• 43:• ••
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUT Itb3 REQUIRED
REFER TO SHEETS 8 AND 7
FOR INSTALLATION DETAILS
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7
FOR INSTALLATION DETAILS
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHU, it65 REQUIRED
REFER TO SHEETS 8 AND 7
FOR INSTALLATION DETAILS
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7
FOR INSTALLATION DETAILS
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 8
FOR INSTALLATION DETAILS
C�
8�
AL- FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
TEL (305) 284-8100 FAX (308) 28243978
WINDOW DIMS.
GLASS TYPE '6'
WIDOW DINS.
GLASS TYPE '6'
WINDOW DIMS.
GLASS TYPE '8'
WINDOW DIMS.
GLASS TYPE '8'
WINDOW DIMS.
GLASS TYPE '8'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
WIDTH
HEIGHT
EXT. ( +)
INT. ( -)
WIDTH
HEIGHT
EXT. ( +)
INT. ( -)
WIDTH
HEIGHT
EXT. ( +)
1NT. (-)
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
24"
30"
36'
42"
48"
54"
60"
38°
110.0
195.8
24'
30'
or
42°
48°
54"
57"
60"
63"
66°
69"
72'
75"
78•
81"
84'
87"
66"
110.0
120.0
24'
30•
36°
42°
45°
48'
51'
54'
57°
60'
63"
66"
69°
72"
75•
89"
110.0
120.0
24'
30"
33°
36"
39"
42"
45"
48°
132"
70.0
70.0
19 -1/8°
26 -1/2°
37°
53 -1/8°
26
110.0
210.0
110.0
156.6
110.0
120.0
90.0
90.0
70.0
70.0
110.0
180.7
110.0
130.5
90.0
90.0
90.0
90.0
70.0
70.0
110.0
180.7
110.0
120.0
90.0
90.0
70.0
70.0
70.0
70.0
110.0
120.0
110.0
120.0
90.0
90.0
70.0
70.0
50.0
50.0
19-1/8°
28 -1/2'
37"
53 -1/8°
38-3/8"
110.0
210.0
110.0
120.0
70.0
70.0
70.0
70.0
50.0
50.0
110.0
177.3
110.0
120.0
70.0
70.0
70.0
70.0
50.0
50.0
110.0
120.0
24"
30"
38"
42"
or
54"
60"
42"
110.0
193.8
70.0
70.0
70.0
70.0
50.0
50.0
110.0
120.0
110.0
158.6
68.8
68.8
70.0
70.0
24"
30"
33"
36"
39"
42"
45"
144"
70.0
70.0
19 -1 /8"
26 -1/2"
37"
53 -1/8"
50 -5/8•
110.0
210.0
110.0
120.0
65.5
65.5
50.0
50.0
70.0
70.0
110.0
189.7
98.9
111.9
65.5
65.5
50.0
50.0
70.0
70.0
110.0
120.0
98.9
111.9
65.5
65.5
50.0
50.0
50.0
50.0
85.3
85.3
98.9
111.9
50.0
50.0
50.0
50.0
50.0
50.0
19 -1/8°
28 -1/2°
37°
53 -1/8"
63
110.0
204.8
90.0
90.0
50.0
50.0
50.0
50.0
50.0
50.0
110.0
120.0
[SERIES -238 DESIGNER FIXED WINDOW
CGI WINDOWS & DOORS.
10100 NW 25 STREET
MIAMI, FL 33172
TEL. (305) 593 -8590 FM. (305) 593 -8592
24°
36"
38"
42"
48'
54"
60°
48°
110.0
184.4
50.0
50.0
50.0
50.0
50.0
504
110.0
120.0
110.0
120.0
50.0
50.0
24°
30"
36"
39"
42"
45'
48"
51"
54"
57'
80°
83°
68"
913"
110.0
120.0
24"
30'
33°
36°
39°
158"
70.0
70.0
81.3
81.3
110.0
120.0
50.0
50.0
90.0
90.0
70.0
70.0
19 -1/8"
28 -1/2°
37°
53 -1/8°
74 -1/4"
110.0
120.0
96.9
111.9
24°
30'
36"
42°
48•
51"
54"
57"
80°
83"
68"
69°
72"
75"
78"
81°
84"
BY
72'
110.0
120.0
90.0
90.0
50.0
50.0
110.0
120.0
84.8
97.9
110.0
120.0
70.0
70.0
50.0
50.0
90.0
90.0
90.0
90.0
90 -0
90.0
70.0
70.0
50.0
50.0
70.0
70.0
90.0
90.0
90.0
90.0
70.0
70.0
WOW VADTH
24°
30°
36"
42'
48"
54°
80°
54`
110.0
177.8
90.0
90.0
70.0
70.0
110.0
120.0
70.0
70,0
70.0
70.0
70.0
70.0
110.0
120.0
P
!/
STREW!) 3/16° HEAT STREW!) GLASS
YER
50.0
50.0
WINDOW LENGTH
98.9
111.9
70.0
70.0
50.0
50.0
90.0
90.0
70.0
70.0
50.0
50.0
50.0
50.0
80.0
80.0
88.6
68.6
// '.
0%?'
#
80.0
80.0
85.5
85.5
50.0
50.0
SARDC KS
3/16" HEAT STREN'D GLASS
'y 60-1200
24°
30°
30°
36"
42"
48•
54"
80"
83"
86"
69°
72"
78°
78°
81"
64°
87'
90,
110.0
120.0
50.0
50.0
24"
30"
33•
38'
39"
42'
45•
48"
51"
54'
57"
80'
108°
90.0
90.0
110.0
120.0
50.0
50.0
80.0
90.0
I
111111
110.0
120.0
50.0
50.0
70.0
70.0
NOS ��'�,I�I
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
$
SILICONE
90.0
90.0
50.0
50.0
70.0
70.0
'
80.0
90.0
50.0
50.0
70.0
70.0
7unM11
800
80.0
50.0
50.0
70.0
70.0
VERTICALLY OR HORIZONTALLY AS SHOWN.
IC.
700
70.0
50.0
50.0
70.0
70.0
•'.'
70.0
70.0
24'
30'
38'
42°
43°
48"
51°
54'
78•
110.0
120.0
50.0
50.0
70.0
70.0
90.0
90.0
50.0
50.0
7/16" NOMINAL
GLASS TYPE '6'
• • • • • • • •
• • • • • •
• • • • • •
•
• • S • • • • • • • t •
•
•
70.0
70.0
90.0
80.0
50.0
50.0
31111
i ""'
70.0
70.0
90.5
90.0
50.0
50.0
70.0
70.0
70.0
70.0
50.0
50.0
70.0
70.0
70.0
70.0
24"
30"
33•
38•
42'
45'
48'
51 •
54•
120'
90.0
90.0
70.0
70.0
70.0
70.0
70.0
70.0
a° '
n.....
50.0
50.0
70.0
70.0
70.0
•
70.0 •
50.0
50.0
57•
70.0
70.0
70.0
70.0
.--.
n
'
i
•®
■
.g
$
3
'i
` 1
.. °-
-
63"
88°
88•
72"
75'
76"
at•
50.0
50.0 •
50.0
50.0
• •
• • 1 •• • t •
• • • i • i •• • •
•
• • • • • • ••• • • •
• • NOiF• • i • •
N FAROW
Enpr: DR. STRUCTURES
FIA. PE # 18557
CAN. 9536p17TppwYl
PRODUCT REVISED
ge Midi!
Bidding Cods
'
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
•
50.0 •
!/'
�'r
_ Aa-e(Naaa! No , ..!.- C
Es Dos /171-77.
..
drawing no.
4of83
50.0
50.0
50.0
50.0•
50.0
50.0
•GL,RSS•CA'AOBIES ON•THIS EET ARE
• • • • • • BASF• OPT fM El 300.02 SEC. GUSTS)
�^�
MAY ® 8 2001
.. !( 1
DY w
ol.
50.0
50.0
• •
sheet
••• • • • • • • • • ••• • • •
• • • • • •
• ••• • •
••• • •• ••• ••• 43:• ••
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUu ILHe REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
WIDTH
HEIGHT
GLASS TYPE '24.'
EXT. ( +)
GLASS TYPE '3A'
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
24°
30°
36"
42°
48°
54'
6o°
110.0
1 NT. (-)
Exr. ( +)
1NT. ( -)
WIDTH
HEIGHT
057. ( +)
1NT. (-)
L7TI. ( +)
1NT. ( -)
24"
30"
38°
42°
48°
54°
60°
36"
180.0
110.0
195.8
110.0
144.0
110.0
158.6
110.0
120.0
110.0
130.5
110.0
120.0
110.0
120.0
24°
30"
38°
42°
78°
103.6
103.6
110.0
120.0
71.4
71.4
90.0
90.0
54.0
54.0
90.0
90.0
48.9
48.9
90.0
90.0
107.7
107.7
110.0
120.0
90.1
90.1
110.0
120.0
79.3
79.3
110.0
120.0
24°
30°
38"
84°
109.4
109.4
110.0
120.0
67.0
67.0
90.0
90.0
50.2
50.2
90.0
90.0
42°
110.0
168.0
110.0
193.6
110.0
144.0
110.0
156.6
110.0
120.0
110.0
120.0
24°
30°
38°
96°
92.9
92.9
110.0
120.0
59.8
59.8
90.0
90.0
44.2
442
900
90.0
102.9
102,9
98.9
111.9
90.3
90.3
96.9
111.9
24°
30°
108°
74.0
74.0
90.0
90.0
56.8
56.8
90.0
90.0
79.8
79.8
98.9
111.9
24°
120°
62.5
62.5
90.0
90.0
70.5
70.5
90.0
90.0
24"
30°
36°
42°
48"
54°
80°
48"
110.0
160.0
110.0
184.4
110.0
120.0
110.0
120.0
107.7
107.7
110.0
120.0
90.3
90.3
96.9
111.9
80.2
80.2
84.8
97.9
72.7
72.7
90.0
90.0
67.8
67.6
90.0
24°
30°
38"
42°
48°
54°
60"
54°
110.0
143.3
110.0
90.0
177.8
105.6
105.8
110.0
120.0
90.1
90.1
110.0
120.0
799
79.8
98.9
111.9
72.7
72.7
90.0
90.0
89.9
89.9
80.0
80.0
62.7
62.7
80.0
80.0
24"
30'
38°
42"
48°
54°
80°
110.0
120.0
110.0
120.0
93.3
93.3
110.0
120.0
79.3
79.3
110.0
120.0
70.5
70.5
90.0
90.0
67.6
67.8
90.0
90.0
82.7
62.7
80.0
80.0
24"
30°
36°
42"
48°
66"
110.0
119.5
110.0
120.0
87.2
87.2
110.0
120.0
70.7
70.7
90.0
90.0
61.7
61.7
90.0
90.0
59.6
59.6
90.0
90.0
24"
30"
36°
42°
48"
72°
110.0
111.9
110.0
120.0
78.8
78.6
110.0
120.0
62.9
82.9
90.0
90.0
54.4
54.4
90.0
90.0
52.9
52.9
90.0
90.0
1/8° TEMP. GLASS
1/8" ANN. GLASS
.090 INTERLAYER
S4FLEX PJ8
1/8° ANN. GLASS
Eri • 1 j
1' GE-1200 SIL ICON
E
9/4" INSULATED
GLASS TYPE '2A'
GLASS TYPE '3A'
•••• e ee e• e • ••
• • • • • •
• • • • •
••• •• ••• • • •6
PERFORMANCE VALUES
NO
REFER TO SHEETS
OF IMPACT RESISTANT
WINDOWS
DETAILS
SHUTTERS REQUIRED
6 AND 7 FOR INSTALLATION
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '34'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
19 -1/8"
110.0
210.0
110.0
210.0
28-1/2"
110.0
186.2
110.0
180.7
37°
26"
110.0
186.2
110.0
180.7
53 -1/8°
110.0
120.0
110.0
120.0
19 -1/8°
110.0
200.8
110.0
210.0
26-1/2"
110.0
163.0
110.0
177.3
37°
38 -3/8"
110.0
116.8
110.0
120.0
53 -1/8"
87.0
87.0
110.0
120.0
19-1/8°
110.0
185.7
110.0
210.0
26 -1/2°
50 -5/8"
110.0
133.0
110.0
169.7
97.9
97.9
110.0
120.0
37"
53 -1/8"
70.8
70.8
85.3
85.3
19-1/8"
110.0
177.5
110.0
204.8
28-1/2"
104.3
104.3
110.0
120.0
37'
63
72.9
72.9
110.0
120.0
53 -1/8°
60.1
60.1
81.3
81.3
19 -1/8°
110.0
120.0
110.0
120.0
28 -1/2°
74 -1/4°
90.5
90.5
110.0
120.0
37'
58.8
58.8
90.0
90.0
WOW. WIDTH
1
• •
• • • ••• • • ••• •••
•• • yyoT.• • • • '1••r
• • • • GIA S iAP�(•C�LIit.S•ON *HIS SITIEET ARE
••• • BASE% N A$'III E1301412 (: €EC. GUSTS)
•
WINDOW LENGTH
1
EEL
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
UWAYOUli L DR. HTRIX!U FAROOq
RA PE 3Y 19657
CAN. 538
MAY 082907
PBODUCC REVISED
asaompiyhg wilt. *br YID
idiosCods
Ac
Acreptaaa . 01
8:pirates Fah
Division
••• • •
• • •
• • •
• • • •
• •• •♦
••• • •
• • •1•
• • •
••• •
• • •
• • •
• •••
• •
• •
• •
• • •
•• ••
0 ~
w
CC O
S
fro
o t '2
Cio a
d&aaag ap(
"AZ
cigso
11010
III
ro
8
drawing no.
WO1 -83
sheet 5 of 7
INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8
1 3/8•
,f
M1
2 1/8°
INSTALLATION TYPE '1' WOOD BUCK TYPE '1'
A9inLL: PRESSURE TREATED
lipralligaas I AT)ON DETAI
ON ALL FOUR SIDES /USING WOOQ
1/4' TAPCDN —�
INSTALLATION TYPE '2'
>C
2 1 /8°
MIN.
WOOD BUCK TYPE '2'
.MMEB1L: PRESSURE TREATED
TYPICAL INSTALLATION DETAI
ON ALL FOUR SIDES /USING WOOQ
1 3/B'
2 7/8'
INSTALLATION TYPE '3' WOOD BUCK TYPE '3'
.MATERIAL: PRESSURE TREATED
TYPICfi IN LLA'RON DETAIL
ON ALL FOUR SIDES /USING WOOQ
INSTALLATION TYPE '4' WOOD BUCK TYPE '4'
• • °S:
MUM: e : PRESSURE TREATED
• • • •
TYPICAL INSI I A7{tj
N A PDU E9 U6IN tiZD
�p • • •
O :-• §A / • �• • • •
• • • ••
• •
•
WOOD BUCKS NOT BY CGI CORP., MUST S4,S AIN• •
LOADS IMPOSED BY GLAZING SYSTEM ANt TRANS:ER•
THEM TO THE BUILDING STRUCTURE. • • • •
•• •
• • •
• •• • •
• • • • •
• • • •
• • •
•••
•••
• •
• •
• •
•• ••
• •
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL
\STRUCTURES
ATTACHMENT TO
METAL STRUCTTIRES
ATTACHMENT TO
APPROVED MULLIONS
Engn DR. HUHAY•1N FAROOQ
STRUCR7R6
FIA PE # 18557
CAN. 3838
MAY 0 8 2007
REVISED
ai samples' Wen Code
ePlslO•
Acceptance No
••• •
• • • • ••• • •
• • • • • •0• • • i
•
••• •• •• • • • ••••0
• • ••• • •
0
CS00
z
0
X
z
0
N
drawing no.
WO1 -83
sheet g of 7
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 8 FOR DETAILS
WINDOW DIMS.
EXT ( +)
WIDTH
HEIGHT
INT. ( -)
24"
INT. (-)
210.0
30°
28"
210.0
36°
30°
210.0
42"
210.0
48°
176.7
210.0
54°
38"
210.0
60"
48"
185.1
66°
202.5
72"
138.4
180.0
78"
84'
162.0
84°
68"
_ _ 178_7
90"
162.0
24"
121.5
210.0
30°
83°
210.0
36"
24"
210.0
42"
210.0
48" 54°
42°
210.0
202.0
80'
149.5
170.9
66°
168.6
185.1
72°
48°
163.4
78°
148.2
84"
112.7
158.7
90"
144.9
24°
68"
210.0
30"
210.0
36"
97.2
210.0
42°
210.0
48'
30'
210.0
54"
48°
194.4
80°
151.2
182.0
88"
108"
173.6
72°
48"
151.9
76°
135.0
84"
112.0
1459
90°
132.6
24"
24"
210.0
30'
210.0
38"
177.7
210.0
42'
120"
202.0
48°
42"
194.4
54"
84°
192.0
60"
121.5
157.1
66"
188.2
72"
24°
144.0
78°
127.1
84°
179.4
138.4
90°
132"
123.4
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
WINDOW DD13.
WIDTH
HEIGHT
24'
30"
36°
42"
48"
54"
60°
66"
72°
78"
84"
90"
50"
EXT. (4.)
ANT. ( -)
210.0
207.4
185.1
170.9
182.0
157.1
155.5
162.0
138.9
121.5
128.6
118.6
24"
30"
38"
42"
48"
54°
80°
66"
72°
78°
84°
90°
66"
210.0
210.0
202.5
185.1
173.6
166.2
162.0
160.7
135.9
117.6
124.7
111.8
24"
30"
38°
42°
48"
54"
80"
66"
72"
78"
84"
90°
72"
210.0
204.6
180.0
183.4
151.9
144.0
138.9
135.9
135.0
115.7
121.5
108.0
24"
30"
38"
42"
48"
54"
80"
88"
72"
78"
84°
78'
210.0
185.1
162.0
146.2
135.0
127.1
121.5
117.8
115.7
115.0
118.6
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 8 FOR DETAILS
WINDOW DIMS.
WINDOW DIMS.
EXT. ( +)
HEIGHT
WIDTH
HEIGHT
INT. (-)
210.0
24°
28"
210.0
37"
30°
210.0
202.9
36°
19 -1/8°
176.7
210.0
42°
38 -3/8°
158.7
37"
48"
210.0
145.8
54"
19 -1/8"
138.4
210.0
80"
84'
129.8
37"
68"
210.0
124.7
72°
19 -1/8°
121.5
210.0
78"
83°
119.8
37°
24"
170.0
208.3
30°
19 -1/8°
172.8
210.0
36"
74 -1/4'
149.5
37"
42'
168.6
133.3
48°
96°
121.5
54"
112.7
80°
106.0
68"
101.0
72"
97.2
24"
210.0
30'
175.6
36"
151.2
42'
108"
134.1
48"
121.5
54"
112.0
80"
104.7
24"
210.0
30'
177.7
38"
120"
152.5
42"
134.8
48"
121.5
54"
111.5
24°
210.0
30"
179.4
36°
132"
153.5
42°
135.1
48°
121.5
24°
198.8
30"
162.8
36"
144"
138.9
42"
121.9
48"
109.4
24"
202.5
• •
30"
165.4 •
38°
158°
140.9 •
42"
123.4
•
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
WINDOW DIMS.
EXT ( +)
WIDTH
HEIGHT
out ( -)
19 -1/8°
210.0
28 -1/2°
28"
210.0
37"
210.0
53-1/8°
210.0
19 -1/8°
210.0
28 -1/2°
38 -3/8°
210.0
37"
210.0
53 -1/8"
210.0
19 -1/8"
210.0
26 -1/2°
50 -5/8"
210.0
37"
210.0
53-1/8"
198.8
19 -1/8°
210.0
28 -1/2°
83°
210.0
37°
170.0
53-1/8"
144.6
19 -1/8°
210.0
26-1/2"
74 -1/4'
210.0
37"
168.6
53 -1/8"
138.1
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
1/4" TAPCON$
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -1/2" MIN. PENETRATION INTO WOOD
THRU 1 BY BUCKS INTO CONC. OR MASONRY
1 -1/4° MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN: EMBED INTO CONC. OR MASONRY
rWDW. WIDTH„
6
H
WINDOW LENGTH
Vii%, ?;
16"
NOTE•
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
1_4 SAA OR EI F DRILLING SCREWS
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
• • 412• Sip OF‘SELF DRILLING SCREW$
:NT S 1•DA�I0IE .P4OVjjID• RlULLIONS
•�N�� :P'1YE)••S •
• • • • • •
••• •• • • • •••
• •
• • • • •• • •.• •••
• • • :• • • • • • •
'• • • •S • • • * * •
••• •. • 0• • • • •• • • •
•
•
••
(MIN. THK. = 1/8")
Engr: D1'OUN FAR000
STRUCTURES
FLA. PE i 16887
C.A.N. 3838
MAY 0 8 2007
PRODUCT REVISED
ecom0Wm9WMUftWd8
Baas Cods
Aaaa No D%
•
••• • • • • • •• • •
• • • • • • •
• • • • ••• • • •
•
••• •• •• • •• ••S ••••• •
3
0
5
v
oc
drawing no.
WO1 -83
(sheet 7 of 7
MIAMI -DADE
NTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
dustries
FerMWE
gs NOV 0 9 2007,
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
under the applicable rules and regulations governing the use of construction materials.
tted has been reviewed by Miami -Dade County Product Control Division and accepted
�X 'M Rules n I Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
tb 4�tlnt Raving Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (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 fail;;.tp4erform in
the accepted manner, the manufacturer will incur the expense of such testing and :the. IJ may immediate'l'y":'
revoke, modify, or suspend the use of such product or material within their jurisdiction 'BO'RA redems•the
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Ri liQn that thi% 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?lbfida Buildih'gCode,
including the High Velocity Hurricane Zone. • • • • • • DESCRIPTION: "238" Aluminum .. .. •••• •
•
• •
APPROVAL DOCUMENT: Drawing No. W98 -100, titled " Series -238 Alnminum Casement Wigd ht:'iheets'i
through 6 of 6, prepared by Al- Farooq Corporation, dated 12/04/98 and last revised od 0901-2006, 1i ! d and
sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Controi Renewal ItaInivith tl'ie
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 -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 renews & revises NOA # 01- 1002.03 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 Ishaq I. Chanda, P.E.
NOA No 06- 0928.04
Expiration Date: October 26, 2007
Approval Date: October 26, 2006
Page 1
•
•
Construction Glass Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file # 01- 1002.03)
1. Manufacturer's parts and sections drawings.
2. Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1
through 6 of 6, prepared by A1- Farooq Corporation, dated 12/04/98 and last revised
on 09 -07 -2006, signed and sealed by Dr. Humayoun Farooq , P. E..
B. TESTS (transferred from file # 01- 1002.03) The original test conducted per PA 201, 202,
203 -94, now termed as TAS 201, TAS 202 & 203 -94:
1) Test report on 1) Large Missile Impact Test, per PA 201 -94.
2) Cyclic Wind Pressure Loading, per PA 203 -94
Along with marked -up drawings and installation diagram of an Aluminum Casement
Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL- 0080 - 0303 -96,
dated 03/06/96 for specimen #1, 2, 3 & 4 dated 10/14/94, signed and sealed by Timothy S.
Marshall, P.E. • •
2) Test report on 1) Air Infiltration Test, per ASTM E283. 1' • • .
2) Uniform Static Air Pressure Test, Loading Rire•MTM 43'38.• • •
3) Water Resistance Test, per ASTM E547/E311.:. • •
Along with marked -up drawings and installation diagram of an Alumina Casement • •
Window, prepared by Fenestration Testing Laboratory, Inc., Test Repoft•Nb(s). FTL-1.003,
dated 10/14/94 and FTL -1041 dated 10/14/94, signed and sealed by ?:•tluri, IZ �F:,, •
3) Test report on 1) Large Missile Impact Test, per PA 201 -94. •
2) Cyclic Wind Pressure Loading, per PA 203 -P4.' : • • • •
along with installation diagram of a alum. fixed, casement and project;out viindow3 •pfeparecc •
by Hurricane Test Laboratory, Inc. report No. HTL- 0080 - 0303 -96 dated'03/136 /96,•'si &ad and' •
sealed by Timothy S. Marshall, P.E.
4) Ref. Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330.
along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by
Hurricane Test Laboratory, Inc. report No. HTL- 0080 - 1127 -98 dated 11/10/98, signed and
sealed by Timothy S. Marshall, P.E.
5) Ref. Test report on 1) Air Infiltration Test, per SFBC PA 202 -94
2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94:
3) Water Resistance Test, per SFBC PA 202 -94.
along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane
Testing Lab, Inc, report No. HTL- 0080 - 1107 -98 dated Nov. 10, 1998, signed and sealed by
Timothy S. Marshall, P.E.
6) Ref. Test report on 1) Large Missile Impact Test, per PA 201 -94.
2) Cyclic Wind Pressure Loading, per PA 203 -94.
along with installation diagram of a alum. fixed, casement and project -out windows, prepared
by Hurricane Test Laboratory, Inc. report No. HTL- 0080 - 0303 -96 dated 03/06/96, signed and
sealed by Timothy S. Marshall, P.E.
•
•
•
• •
• •
•
•
•
E -1
kSL41 1, L.%.a a•.
Ishaq 1. chanda, P.E.
Product Control Examiner
NOA No 06- 0928.04
Expiration Date: October 26, 2007
Approval Date: October 26, 2006
Construction Glass Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor Verification Calculations, complying w/ FBC -2004, dated 09 -07 -2006,
prepared by Al- Farooq Corp., dated 09/26/01, signed and sealed by Dr. Humayoun
Farooq, P.E.
2. Analysis and anchor calculations for Series 238 Casement window addressing ASTM
E1300 and new IG glass conditions, prepared by Al- Farooq Corp., dated 09/26/01,
signed and sealed by Dr. Humayoun Farooq, P.E. (from file # 01- 1002.03)
3. Comparative Analysis and anchor calculations for Series CGI 328 CASEMENT
picture window, prepared by Al- Farooq Corp., dated 02/20/99, signed and sealed by
Humayoun Farooq, P.E. (Submitted under NOA# 01- 0730.01)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
• •
• • •
•• •
•
•
•
•
•
1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "SU eN.interla Wp
•.•
expiring on 03/04/2009.
F. STATEMENTS
1. Statement letter of compliance w/ FBC -2004 dated 09/07/06, stignedby Du'Fltiiayoun
Farooq, P.E. • • • • 2. Statement letter of compliance and of no financial interest, dated 08/31/06, sigta d and •
sealed by Dr. Humayoun Farooq, P.E.
3. Laboratory compliance statements, part of above test reports.
• •
•• ••
• ••
• • •
••••
•
•
•
•
• •
.•
•
G. OTHER
I. This NOA renews & revises NOA # 01- 1002.03, expiring on October 31, 2006.
2. One year conditional approval subjected to verification test.
3. Testing confirmation letter issued by Hurricane Testing Lab dated 09 -01 -2006.
4. Correspondence between CGI & BCCO dated 03/21/01 & 08/21/2001
E -2
Ist 1.L.Lt.CL
I§hag I. chanda, P.E.
Product Control Examiner
NOA No 06- 0928.04
Expiration Date: October 26, 2007
Approval Date: October 26, 2006
•
INSTRUCTIONS;
USE CHARTS AS FOLLOWS.
a
FOR GLASS TYPES,
REFER TO
SHEETS 3 AND 4.
DETERMINE DESIGN WAND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPUCABLE ASCE 7 STANDARD.
SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE
WIND DURATION.
USING CHART ON SHEET 6 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE
THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
SHALL APPLY TO ENTIRE SYSTEM.
•
WINDOW WIDTH
VENT WIDTH
WW -2"
D.L. OPG.
WW -7"
T
o
6" MAX. TYP.
HEAD /SILL
CORNERS
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
24" MAX. TYP.
AT HEAD /SILL
TYPICAL ELEVATION
PRODUCT RENEWED
zidigesegbartliarrhetik
Inaul.. - ogzrcx
■ar•r••?
MW
FOR MULLION/MULTIPLE UNITS, REFER TO
SEPARATE CGI MUUJON N.O.A.
NOTES;
THIS PRODUCT HAS BEEN DESIGNED AND I[.,ItD TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005)
INCLUDING HIGH VELOCITY HURRICANE ZONE 4HVHZ1 • • •
W000 BUCKS • • • • •
BY • O�FiERS, MUST BB AT/CHOwNEp PROpE:LY TO TRANSFER
LOADS TO THE iSTRUCTURE, • • • • • •
1� •• • • • • ••• •
ANCHORS SHALL BIOS USTID. IPASED •AS SHOWN ^^N gpDqO'LS, ANCHORS
EMBEDMENT TO B . MATI3 .L•SHALL• 6E BERNND AALL'DRES$ING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATIO4 INCR1ASE IN AUIfIINA&.Z•BTRESS I91 E9ED 1IN•LIESIGN OF
ANCHORS INTO WpOl 0NSY. • • • • •
•• • • • •
MATERIALS INCLUGING Err tin W9TID TS 0E01E174 SCR�VS, THE COME INTO
CONTACT Wm j OTHER DISWMILAR MATBN1ALS SMALL. MEET•1}!E UfREMENTS
OF 2004 FL0 IaAeBLDG• CODE SECAON 2005.6.4 (SUPPZEMENT 005).
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
Eosin OR HUMAYOUN FAR000
STRUCTURES
FlA. PE / 16557
CAN. 3936
•
Z n
o 2
O
H v
gO
a
E.K.;M O
<
110i 6
I 6,94
8
0
a.
=
1
0
p6
4
5
0
( drawing no. Z
W98 -100
(sheet 1 of 6
•••
•
•
•
•
• •
• •
• •
• • •
•• ••
• •
• •
•••
• •
• •
•
••• • •
• • •
• • •
• • • •
• •• ••
••• • •
VENT CORNER
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
ITEM
PART #
COL-373
CORNER KEY
.060 THICK ST. STEEL
CORNER KEY
.062 THICK ALUMINUM
FRAME
VENT (5/16° LAM. GLASS)
QIMNTITY
4
DESCRIPTION
FRAME
MATERIAL
8083-18
GLAZING STOP
MANF. /SUPPUEO /RIMARBS
MALE( OR EQUIV.
2
213
COI -378
4
4
VENT (5/16' LAM. GLASS)
VENT (lam_ LAM. CLASS)
6063 -TB
8083 -T6
INOALDI OR EQUIV.
IHDALE 1 OR 60619.
2C
3
4
S
6
7
8
10
11
12
13
001 -385
CG1 -378
AP -428
0200 X190
35 -10-00 -101
24- 13- 00-202
23-20-00-101
30178
4
4
4
8
AS RECD.
AS REGD.
2/ VENT
2/ VENT
2/ VENT
2/ CORNER
VENT (7/16' LAM. GLASS)
GLAZING BEAD
.080 THICK CORNER KEY
.060 DOCK CORNER KEY
FRAME WEATHERSTRIPPING .
VENT WEATHERSTRIPPING
4 BAR HINGE. AT TOP AND BOTTOM
FACE MOUNT LOCK
.110 THICK LOCK KEEPER. AT FRAME JAMB FACING LOCK
OPERATOR HANDLE
OPERATOR TRAC(
FRAME AND VENT ASSEMBLY SCREWS
FRAME CORNER
•. •• •
•
• • •
• .
•
•• •.•
• •
6063 -T6
8063 -T5
ALUMINUM
ST. STEEL.
STEEL
STEEL
STEEL
STEEL.
STEEL
ROAM( OR EQUIV.
INMLDR OR EQUIV.
SCHLEGEL APTUS
SCHLEGEL 0-LOR
TRUTH. ATTACHED W/ (8) j8 X 3/6' SS SMS
TRUTH, ATTACHED W/ (2) %8 X 3/8' SMS
CC, ATTACKED W/ (2) /10 X 3/8' SS SMS
TRUTH, AITACHE0 W/ (2) /8 X 3/6' SS SUS
TRUTH, ATTACHED W/ (2) /8 X 3/8' SS SMS
010 X 1 -I /4' SS SUS
• • • ••
• •
• • •
• • •
•
• • •
••• • •
• •
•• • • • ••
.. •
• • •
•• • •
••••
• •
••• • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • •
••. •••
• •
• •
• •
•. ••
••• • •
• • •
• • •
• • • •
• •• ••
••• • •
W
0.
O o g
UEL rts
0 <g,
0 " g
4
VENT (INSUL LAM. GLASS)
VENT (7/16' LAM.'GLASS)
PROINICT
t
Sa
r
1
2.
k �
L bJ
drawing no.
W98 -100
sheet 2 of 6
5/18" NOMINAL
GLASS TYPE '2'
3/16' ANN. GLASS
.090 INTERLAYER
SAFLEX PVB
3/16° HEAT STREN'D GLASS
.090 INTERLAYER
SAFLEX FMB
3/18' ANN. GLASS 3/16° HEAT STREN'D GLASS
GE -1200
SILICONE
7/18" NOMINAL
• GLASS TYPE '3'
GE -1200
SILICONE
7/18" NOMINAL
GLASS TYPE '8'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REWIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
01485 TYPE '3'
GLASS TYPE '6'
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. ( +)
1NT. ( -)
EXT. ( +)
TNT. (-)
MOTH
HEIGHT
EXT. ( +)
INT. (-)
EXT. ( +)
1NT. (-)
EXT. ( +)
1NT. (-)
20"
24"
28"
30"
32"
36'
40"
42"
36"
110.0
194.3
110.0
210.0
110.0
210.0
20°
24'
28"
30"
32°
A 36"
60'
98.8
112.6
110.0
210.0
110.0
210.0
110.0
181.9
110.0
210.0
110.0
210.0
85.8
95.4
110.0
120.0
110.0
120.0
110.0
138.8
110.0
210.0
110.0
210.0
78.7
83.3
110.0
120.0
110.0
120.0
110.0
129.5
110.0
209.5
110.0
210.0
73.2
77.7
110.0
120.0
110.0
120.0
110.0
121.4
110.0
191.1
110.0
210.0
70.2
72.8
110.0
120.0
110.0
120.0
107.9
107.9
110.0
196.5
110.0
210.0
64.8
64.8
110.0
120.0
110.0
120.0
97.1
97.1
110.0
120.0
110.0
120.0
20"
24°
28'
30"
32'
66"
86.7
86.7
110.0
169.0
110.0
189.0
92.5
92.5
110.0
120.0
110.0
120.0
73.4
73.4
110.0
120.0
110.0
120.0
20"
24°
28'
30"
32°
36"
40"
42'
42"
110.0
168.5
110.0
210.0
110.0
210.0
84.2
64.2
110.0
120.0
110.0
120.0
110.0
138.8
110.0
210.0
110.0
210.0
60.8
80.8
110.0
118.2
110.0
118.2
110.0
118.9
110.0
210.0
110.0
210.0 I
57.5
57.5
110.0
112.2
110.0
112.2
110.0
111.0
110.0
210.0
110.0
210.0
20'
24"
28'
4 30'
32'
72"
86.4
66.4
110.0
120.0
110.0
120.0
104.1
104.1
110.0
120.0
110.0
120.0
56.1
56.1
109.3
109.3
109.3
109.3
92.5
92.5
110.0
120.0
110.0
120.0
48.9
48.9
95.3
95.3
95.3
95.3
83.3
83.3
110.0
120.0
110.0
120.0
46.0
46.0
89.8
89.8
89.8
89.8
79.3
79.3
110.0
120.0
110.0
120.0
43.6
43.8
85.0
85.0
85.0
85.0
20'
24"
28'
30'
32"
36"
40"
42°
•
a
110.0
145.7
110.0
210.0
110.0
210.0
20'
24'
28"
78°
52.0
52.0
101.3
101.3
101.3
101.3
110.0
121.4
110.0
210.0
110.0
210.0
43.8
43.8
85.4
85.4
85.4
85.4
103.8
104.1
110.0
120.0
110.0
120.0
38.1
38.1
74.3
74.3
74.3
74.3
97.1
97.1
110.0
120.0
110.0
120.0
20°
24°
84'
41.5
41.5
80.8
80.8
80.8
80.8
91.1
91.1
110.0
120.0
110.0
120.0
34.9
34.9
88.0
88.0
68.0
68.0
80.9
80.9
110.0
120.0
110.0
120.0
19 -1/8"
26 -1/2"
37"
26"
110.0
210.0
110.0
210.0
110.0
210.0
72.8
72.8
110.0
120.0
110.0
120.0
110.0
203.0
110.0
210.0
110.0
210.0
69.4
69.4
110.0
120.0
110.0
120.0
110.0
145.4
110.0
210.0
110.0
210.0
20"
24°
28"
30'
32°
36"
40°
42°
54'
110.0
129.5
110.0
195.7
110.0
210.0
19 -1/8"
26 -1/2"
37"
19 -1 /8"
26 -1/2"
37'
38 -3/8°
50 -5/8'
110.0
190.6
110.0
210.0
110.0
210.0
98.0
107.9
110.0
210.0
110.0
210.0
110.0 •
631.4
6 110.0 •
:
1e0•
210.0
88.2
92.5
110.0
120.0
110.0
120.0
91 5
110.0
98.0
144.'3
416.0•
:11 .0:
92110
412010 •
e10I •
1.0.0
1100•
120.0
210.0
84.4
86.3
110.0
120.0
110.0
120.0
80.9
80.9
110.0
120.0
110.0
120.0
9967• •
1041.,
S1!.0
• 203?3 •
1110,0
203.3
71.9
71.9
110.0
120.0
110.0
120.0
74.7
74.7
1.10.0.
120.0
110.0
120.0
64.8
64.8
110.0
120.0
110.0
120.0
19 -1/8"
26 -1/2"
37'
63'
96.7
104.2
110.0
203.2
110.0.
203.2
61.7
61.7
110.0
120.0
110.0
120.0
7449
-�
:IZC •
•77.9
P18.0
•120.0 63'R.O•
:
120.0
}
•D.0
•
• •
•110.0 •
017.0
;20.0
♦10.0
116.0
:117.0
•4120.0
19 -1/8'
26 -1/2°
74 -1/4"
•f"0 : 00•
:1120 w
•41611 •46.6
80.9
• 90.9
130.9
a 90.9
?MET
1t1Rw4ie
W2 d
Ln
OM14•
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02 (3 SEC. GUSTS)
Env: W-HUYAYOUN 009006
STRUCTURES
FtC PE g 10557
SFQ
drawing no.
W98 -100
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• ••• •i• • i• • • •
•
••• • •
sheet 3 of 6
1/8" TEMP. GLASS
1/8" ANN. GLASS
.090 INTERLAYER
SAFLEX PVB
1/8' TEMP. GLASS
1/8" TEMP. GLASS
.090 INTERLAYER
SAFLEx PVB
1/8' ANN. GLASS 1� ,l 1/8' TEMP. GLASS
ryM jj)fjjf' 1
3/4 ������INNSSULATED
GLASS TYPE '3A'
-1200
ILICOtg
3/4" INSULATED
GLASS TYPE '2A'
-1200
ILICONE
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REWIRED
REFER TO SHEETS 5 AND 8 FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS SUTURED
REFER TO SHEETS 5 AND 5 FOR INSTALLATION DUALS
WINDOW DIMS.
GLASS TYPE '211'
GLASS TYPE '34'
WINDOW DIMS.
GLASS TYPE '24'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
20'
24"
28"
30"
32"
36"
40'
42"
38'
110.0
194.3
110.0
210.0
20°
24"
28"
30"
32"
36°
80
98.8
112.6
110.0
210.0
110.0
161.9
110.0
210.0
85.8
95.4
110.0
120.0
110.0
138.8
110.0
210.0
78.7
83.3
110.0
120.0
110.0
129.5
110.0
210.0
732
77.7
110.0
120.0
110.0
121.4
110.0
210.0
70.2
72.8
110.0
120.0
107.9
107.9
110.0
210.0
64.8
64.8
110.0
120.0
97.1
97.1
110.0
120.0
20"
24"
28"
30'
32"
66"
88.7
88.7
110.0
169.0
92.5
92.5
110.0
120.0
73.4
73.4
110.0
120.0
20'
24'
28°
30°
32'
36'
40'
42'
42'
110.0
186.5
110.0
210.0
64.2
84.2
110.0
120.0
110.0
138.8
110.0
210.0
80.6
60.8
110.0
118.2
110.0
118.9
110.0
210.0
57.5
57.5
110.0.
112.2
110.0
111.0
110.0
210.0
20°
24°
28'
30"
32"
72"
88.4
68.4
110.0
120.0
104.1
104.1
110.0
120.0
56.1
56.1
109.3
109.3
92.5
92.5
110.0
120.0
48.9
48.9
95.3
95.3
83.3
83.3
110.0
120.0
46.0
46.0
89.8
89.8
79.3
79.3
110.0
120.0
43.8
43.6
85.0
85.0
20'
24'
28"
30"
32"
36"
40'
42"
48"
110.0
145.7
110.0
210.0
20'
24"
28°
78"
52.0
52.0
101.3
101.3
110.0
121.4
110.0
210.0
43.8
43.8
85.4
85.4
103.8
104.1
110.0
120.0
38.1
38.1
74.3
74.3
97.1
97.1
110.0
120.0
20"
24'
°
41.5
41.5
80.8
80.8
91.1
91.1
110.0
120.0
34.9
34.9
68.0
88.0
80.9
80.9
110.0
120.0
19 -1/8"
26 -1/2'
37"
26'
110.0
210.0
110.0
210.0
72.8
72.8
110.0
120.0
110.0
203.0
110.0
210.0
69.4
69.4
110.0
120.0
110.0
145.4
110.0
210.0
20"
24"
28°
30'
32'
.36"
40°
j 42'
110.0
129.5
110.0
210.0
19 -1/8'
28 -1/2"
37'
19 -1/8"
26 -1/2'
37'
38 -3/8"
50 -5/8"
110.0
190.6
110.0
210.0
98.0
107.9
110.0
210.0
110.6•
43V* •
110.0•••210t0
88.2
92.5
110.0
120.0
91/5
110.1
g is
984
14 .
6110.0•
! 111.0:
01 MO •
421H •4
84.4
88.3
110.0
120.0
80.9
80.9
110.0
120.0
9017• •
404.6
4110.0 •
20•3 4
71.9
71.9
110.0
120.0
74.7
74.7
110.0
120.0
64.8
64.8
110.0
120.0
19 -1/8°
26 -1/2"
37"
63'
96.7
104.2
110.0
•119.0 1.120.0
203.2
8
61.7
61.7
110.0
120.0
7449
• 77.9
• •
80� •
40.0
•
•410.0 •
• 17.0
19-1/8"
26 -1/2°
74 -1/4"
• '3.0
•
$30
, 11:.0 a
•
420.0
•4616
•48.8
10.9
' 90.9
••
•
••
••
••
•
•
•
• ••
•••
•
•
•
••
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PRODUCE RENEWED
PlyrYl&
cr
O
p�th
rr
NOTE:
GLASS CAPACRIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02 (3 SEC. GUSTS)
Emir: DR. HUWYWTN FAR000
FLA. A P5 j 16557
C.A.N. 3538
••• • • • •
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9
8
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{drowing no.
1W98 -1 O0
(sheet 4 o 6
SEALANT
1/4' TAPCO4
2 -1/2' MIN.
INSTALLATION TYPE '1'
INSTALLATION CONDITIONS 1APPLIES TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
1 3/8•
2 1/8'
WOOD BUCK TYPE '1'
Idalza9L: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOD
2 -1/2' MIN.
2 1/8'
MIN.
INSTALLATION TYPE '2' WOOD BUCK TYPE '2'
1,lalla.: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING,JYOOQ
1/4' TAPCDNS
1 -1/2' EMBED
1 3/8'
SEALANT L L .J d
JNSTALLATION TYPE '3' WOOD BUCK TYPE '3'
d16IE618I: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOD
BUCK taserAuxrioN 8Y OTHERS
2 1/8'
MIN.
INSTALLATION TYPE '4' WOOD BUCK TYPE '4'
i18T EI% PRErgRE TREATED
•
TYPICANFMSTAI TIte DETa1L • • • • • •
ON ALL FOUR SJ! J SI ?I 1 2 • i •••
• •
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •
LOADS IMPOSED BY GLAZING SYSTEM AND TRAaISFER •
THEM TO THE BUILDING STRUCTURE. • • • •
•• •
• • •
•• • •
• • • • •
• • • •
• •
••• •••
• •
• •
• •
•• ••
• •
ATTAtiMENT TO
METAL STRUCTURES
*12 SMS
ATTACBMENT TO
APPROVED MULLIONS
EMI% DR. STRUCTURES F
RA. PE t_16657
CAN. 3838
aassuariazamais
assargritlalliadia
211+14101
8
§ 8
egg
8 -$
O.-
0
0
c
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • 0 •
• 0• •• • • • •• ••
1000 • • • ••• • •
7
1
drawing no.n
W98 -100
street 5 of 6
•
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 5 FOR DETAILS
WINDOW DNS.
WIDTH
HEIGHT
Exr. ( +)
err. (-)
20'
24'
28"
30"
32"
38'
40'
42"
38'
210.0
210.0
208.3
194.4
182.3
162.0
145.8
138.9
20"
24'
28'
30'
32'
38•
40'
42"
42'
210.0
178.8
198.8
156.2
138.9
125.0
119.0
20•
24'
28'
30'
32'
38'
40"
42"
48"
210.0
210.0
208.3
194.4
182.3
182.0
145.8
13&9
20"
24"
28'
30•
32"
36'
40"
42"
54'
210.0
210.0
185.1
172.8
182.0
144.0
129.8
123.4
20'
24'
28'
30'
32'
38"
80"
210.0
194.4
188.8.
155.5
145.8
128.6
20'
24'
28'
30'
32'
88'
210.0
210.0
189.4
178.7
185.7
20'
24'
28"
30'
32'
72'
210.0
202.5
173.6
162.0
151.9
20'
24'
28•
78'
210.0
186.9
180.2
20'
24•
84'
210.0
208.3
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
EXT. ( +)
WIDTH
HEIGHT
INT. (-)
19 -1/8'
210.0
26 -1/2"
28"
210.0
37'
210.0
19 -1/8'
210.0
28 -1/2"
38 -3/8'
206.5
37'
147.9
19 -1/8'
210.0
28 -1/2•
80 -5/8'
208.7
37'
149.4
19 -1/8"
210.0
28 -1/2"
83'
187.7
37'
120.1
19 -1/8'
74
210.0
28 -1/2•
-1/4'
177.8
TYPICAL ANCHORS: sEE ELEv. FoR SPACING
1/4 TAPCDNS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -1/2• MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
/14 SMS OR SELF DRILLING SCREW$
INTO METAL STRUCTURES
STEEL • 12 GA. MIN. (Fy = 38 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (8063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
• • :iQ•SMC OR SE1F DR11! 1116 SLTa�WS
• INTOo MIAM - ALE /PPI Q,V D MULLIONS (MIN. THK. = 1/8")
(�V4 43.00 • • • •
•• ••• •• • • • ••
•
•
•
•
•
•
•
•
•
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• •
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• • • • • •
• •
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•••
•
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•
• •
• •
•• ••
• •
Enq DR. HUMAYOUN FAR000
STRUCTURES
FLA PE / 18557
CAN. 3538
�• 4>aM 11.16
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drawing no.
W98 -100
(sheet 8 of 6 )
•••
•
•
•
•
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•
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• •• ••
••• • •
MIAMI•DADE
COUNTY
BUILD GC
OMPLLANCE OFFICE (BCCO)
IVISION
CCEPTANCE OA
tries Corporation
— . '" CC' )77,11,T MD
NOV 0 9 2001 I)
Yo__ a ..--4.- 0000_
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.maimidade.aov /buildinecode
Nils tieing issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) 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
Division (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 .1„ nay
immediately revoke, modify, or suspend the use of such product or material within the r.urisdictiol BORA ••••••
reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cg rty producc•Cadttol ••
Division that this product or material fails to meet the requirements of the applicable bjiJdirg, code. •
This product is approved as described herein, and has been designed to comply with the J)Qcjda Buildi� •
Code, including the High Velocity Hurricane Zone. • • • • • •
DESCRIPTION: Aluminum Tube Mullion L.M.L • • • • • •••••
• • •
APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevations and,lgls ", sheets' f'
through 3 of 5, dated 11/25/1995 with revision C dated 04/28/2007, prepared by Al- Fatoo4 Corporation=%
dated 05/16/2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Prhtpb
Control Revision stamp with the Notice of Acceptance number and expiration date by$ha Miami -Dpilg
County Product Control Division. • •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 -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 and renews NOA # 02- 0123.06 and consists of this page 1 and evidence page E-1, as well
as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P.E.
NOA No. 07 -0312.02
Expiration Date: March 28, 2008
Approval Date: June 14, 2007
Page I
• •
•
•
•
• •
•000.•
• •
Construction Glass Industries Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. M95 -13A, titled "Mullion Elevations and Details ", sheets 1 through 3 of
5, dated 11/25/1995 with revision C dated 04 /28/2007, prepared by Al- Farooq
Corporation, dated 05/16/2007, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-
96-525, dated February 12, 1996, signed and sealed by Hector M. Medina, P.E.
(Submitted under NOA #02- 123.06)
2. Test reports on 1) Large Missile Impact Test, Loading per PA 201 -94
along with marked -up drawings and installation diagram of an aluminum fixed, •
window, prepared by Hurricane Test Laboratory, Inc. Test Report 4o .14TL -0(80 " •
0303 -96, dated 03/06/96, signed and sealed by Timothy S. Marshall,T.E•' • •
(Submitted under NOA #02- 123.06)
•
•
C. CALCULATIONS • ..••
• .... • • • .
1. Anchor verification calculations and structural analysis, prepared by;Jarooi • •
Corporation, dated 1/17/02, signed and sealed by Humayoun Faroaql J?.,E. •
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E.
F.
MATERIAL CERTIFICATIONS
1. None.
• • •
• •
• •
•
..
.. •
•
• ••••
••••
•
..
.•
STATEMENTS
1. Statement letter of conformance, dated May 14, 2007, signed and sealed by
Humayoun Farooq, P.E.
2. Statement letter from manufacturer stating that the product has not changed and
requesting a One -Year Renewal to allow the time to perform a verification test, dated
May 8, 2007, signed by Jorge Santaella.
3. Letter from laboratory confirming manufacturer has contracted and scheduled
verification tests, issued by Hurricane Test Laboratory, dated March 06, 2007, signed
by Monica Reum.
G. OTHER
1. None
E -1
Jaime D. Gascon, P.E.
Chief, Product Control Division
NOA No. 07- 0312.02
Expiration Date: March 28, 2008
Approval Date: June 14, 2007
r--
2.000
125
2.000 —a
CLIP ANGLE
5063 -05
.715
I
1.875
125
4.000
MULLION CLIP (ALT. TO CUP ANGLE)
001 -383
6063 —T6
INSTRUCTIONS;
USE CHARTS MD GRAPHS AS FOLLOWS.
1
STEP 2
STEP 3
STEP 4
STEP @
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING
ABOVE LOAD REQUIREMENTS.
USE CONNECTION TO MUWON AS PER PRODUCT
APPROVAL
USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE
USING ANCHOR TYPES ON SHELLS 4 & 5, AND ANCHOR GRAPHS
ON SHEET 3, SELECT ANCHOR TYPE KM DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE.
4.000
6.000
*"0\t i�
li
ro-- 2.000 --a
•• ••• •
•
• • •
• • • •
• • • • • • • • • •
• • • • Engr. DR. HUYAYOUN FAR000
1 MULLION SYSTEEI IS RAYED Il0R'LAMP MISSILE IMPACT. DR. HUW.8URES
TYPICAL
GLAZING PRODUCT
3.000
1.000
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
ALL MUWONS 6063 —T6 MIN
• • • •
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES;
THIS PRODUCT HAS BEEN DESIGNED AND 1 es it11 TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS U5TED, SPACED AS SHOWN ON DETAILS, EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPRNL
A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
• • M6TERIAl5 INCLUDING BUT NOT LOOTED TO STEEVMETAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS
OF 2004 FLORIDA BIOG. CODE SECTION 2003.8.4.
AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED FA PE # 18587
IMPACT AND NON— IMPACT RESISTANT PRODUCTS. J CAN. 3538
• •
• • •
• • •
•
• • •
••• •
•• •
• • •
•• • •
• • • •
• •
••• •••
• •
• •
• •
•• ••
• •
MAY 1 6 2007
PRODUCT REVISED
ft complying with the Florida
Raiding Code
A ceps a«No0 •0 , ' 2
•
hedhNCaa6a1
.'I$I,
[drawing no.;
M95 -13A
(sheet 1 ot_5_J
••• • • • • ••• • •
• • • • • • • •
• • • •
• • ••• • • •
• • • • • • • • •• •• • • • • • • •• ••
••• • • • ••• • •
MULLION LOAD CHART
20
26
30 35 40 46 60 65 60 66 78 76
TRIBUTARY 000114 - INCHES
MULLION LOAD CHART
80
86
tg
4
a
17111, -
Il1111\!1111\\611\
11111111111111111LIM11111
1\ ■► '11WO/11=
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as
Emma NEE
tarliallint
a
11
2,4x1/8 ALUM. TUBE
N0 STEEL CCI224
20 26 30 36 40 46 60 86 60 66 70 76 80 85
TRIBUTARY WIDTH - INCHES
MULLION LOAD CHART
1x3x1 /8 ALUM. TUBE
NO STEEL CDI123
38 -3/8'
P
$m
\pil
3k
ROMMEL
MID NM111
20 25
30 35 40 46 60 65 60 66 70 76
TRIBUTARY SIOTH - INCI$0
MULLION LOAD CHART
80
85
2.6x1/8 ALUM. 7118E
NO STEEL CGI206
20 26 30 35 40 46 50 65 60 65 70
TRIBUTARY 4400TH - INCHES
N
5
1010
MULLION LOAD CHART
1111r1111■111
1x4x1/8 ALUM. TUBE
NO STEEL 001124
20 26 30 36 40 45 60 66 60 66 70 75 80 86
TRIBUTARY WIDTN - INCHES
•.• • •
•
• (
• ••
• •
• •
••
•• • • • ••
• •
• •
•• • •
•••o
• •
ARCHES TO 8E INSCRIBED
r INSIDE RECTANGULAR SHAPE
1t
— HORJZONTAL MUWON
;:',-"GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
MUWON SPAN
31
2( cAL MUWON A.RRA.NGEMENTS
WIDTH (w) = W1 + 2 W2
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
••• •••
• •
• •
NZI•JLLI O N S
EnE: INL STMUMAYOUN FAR000
FLA. ANRUCTURES PE / 18857
C. 3538
Y 18 2007
••• • • • • •••
• • • • • •
• • • ••• •
• • • • • • •
• •• •• • • •
••• • • • •••
• •
• •
• •
• • •
•• ••
ANCHOR LOAD CHART
ANCHOR LOAD CHART
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20 25 30 35 40 45 50 55 60 65 70 75 80 55
TRIBUTARY WIDTH - INCHES
ANCHORS TYPE
� IT, C OR D
- HORIZONTAL. YULUON
1 ARCHES TO BE INSCRIBED
:—INSIDE RECTANGULAR SHAPE
PR° ODUC I
GIAZINO
PRODUCT
ANCHOR
f1 ,
GLAZING
PRODUCT
ANCHORS TYPE
A, 8. CORD
MULLION SPAN
ki
WIDTH (W) — WI z W2
ANCHOR LOAD CHART
P
S
e
ANCHORS TYPE C
CGIANCC f
20 25 30 36 40 45 50 55 60 66 70 75 80
TRIBUTARY WIDTH - INCHES
• •• ••• • • • • • ••
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• • • • • •
•• ••• •• •
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a
ANCHOR LOAD CHART
TYPE I
CGIANCD
85 20 25 30 35 40 45 50 55 60 65 70
TRIBUTARY WIDTH - INCHES
75 8B 85
NOTE;
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
• ••
••• ••••
• •
•
•ANCHORS
Engl.: OR. HUMMAYOUN FAROOD
STRUCTURES
FIA. PE j 15597
C.A.N. 3138
PRODUCT REVISED
as compyte0 with tie Pori&
BW i nCode
AccePtimo
Eisplrisdos
IJ fr.
mAY 1 62007
OsEftd
c
drawing no.
{M95 -13A
(sheet_3 of §,'D
••• • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • •
••• • •
• • •
• • •
• • • •
• •• ••
VERTICAL
MUWON
PCCT
PRODIIIL'T
ANCHORS TY7E
A. B. C0RD
WI W2
iun
20 25 30 35 40 45 50 55 60 65 70 75 80 55
TRIBUTARY WIDTH - INCHES
ANCHORS TYPE
� IT, C OR D
- HORIZONTAL. YULUON
1 ARCHES TO BE INSCRIBED
:—INSIDE RECTANGULAR SHAPE
PR° ODUC I
GIAZINO
PRODUCT
ANCHOR
f1 ,
GLAZING
PRODUCT
ANCHORS TYPE
A, 8. CORD
MULLION SPAN
ki
WIDTH (W) — WI z W2
ANCHOR LOAD CHART
P
S
e
ANCHORS TYPE C
CGIANCC f
20 25 30 36 40 45 50 55 60 66 70 75 80
TRIBUTARY WIDTH - INCHES
• •• ••• • • • • • ••
• • •
• •
• • • • • •
•• ••• •• •
• •
• • •
• • •
• • ••
••• •
•• •
• • •
•• • •
•
•
••••
• •
• •
• •
S
•
a
ANCHOR LOAD CHART
TYPE I
CGIANCD
85 20 25 30 35 40 45 50 55 60 65 70
TRIBUTARY WIDTH - INCHES
75 8B 85
NOTE;
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
• ••
••• ••••
• •
•
•ANCHORS
Engl.: OR. HUMMAYOUN FAROOD
STRUCTURES
FIA. PE j 15597
C.A.N. 3138
PRODUCT REVISED
as compyte0 with tie Pori&
BW i nCode
AccePtimo
Eisplrisdos
IJ fr.
mAY 1 62007
OsEftd
c
drawing no.
{M95 -13A
(sheet_3 of §,'D
••• • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • •
••• • •
• • •
• • •
• • • •
• •• ••
2 X 2 X 1/8"
ALUM ANGLE
• 14 S.M.S.
2/ ANGLE-1
ANCHORS TYPE 'A'
3/4" 0 TAPCON
1/ ANGLE
– MULLION
1BY OR 28Y
WOOD B4UCK
MUWON
2 X 2 X 1/8"
AWN ANGLE
1 1.500
MIN.
o
Q 14 S.MS.
2/ ANGLE
NOTCH ANGLES TO
MISS MARBLE SILL
OR TRIM
<
PRELAST4CONC.8
SILL
1/4" DIA. TAPCON
1 -1/2" MIN. EMBED
1/ ANGLE
2 X 2 X 1/8"
ALUM ANGLE
• 14 S.M.S.
2/ ANGLE
ANCHORS TYPE
4 1/4" 0 TAPCON
7-2/ ANGLE
MUWON
-MUWON
I 2 X 2 X 1/8"
ALUM ANGLE—,
2 -5/8" LONG
1BY OR 2BY
WOOD BUCK
•• ••• • • • • • ••
•
N
INTO 2BY won' BISCK: 4oiP UCTURE
S
1 - 1 / S MIIQ •PENETRIMON 1 O '� • e •
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
• • •• a ••
•
malo EtE D CES• • •
010 CQQNCRETI! AND IMSWNRR =42" N. ;firg
WoQ(PSTRUCtURC =• 1 "•MIN. • •
INTO METAL STRUCTURE 8/8" MIN. •
•••
•
•
•
••
•
ANCHORS TYPE 'C'
NOTCH VOOB BUCK
TO ACCOMODATE
CUP ANGLE TO MASONRY
2 X 2 X 1/8"
ALUM ANGLE
# 14 S.M.S.
3/ ANGLE
a.
"MULLION
MULLON–I 2 ALUM MANGLE–,
3 -5/8" LONG
1/4" 0 TAPCON
1-1 -1/4" MIN. EMBED
2/ ANGLE
4 4.
CONCRETE OR
MASONRY BLOCKS
WOOD BUCKS NOT BY C.G.I.
MUST SUSTAIN LOADS IMPOSED.
Lel
0
s✓
a
m
Iii
o
g.
u U t
drawing no.
M95 -13A
(sheet 4 of 51
••• • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • •
••• • •
• • •
• • •
• • • •
• •• ••
MULLION
1-1/4'
MIN.
ANCHORS TYPE 'D'
ALUM PLATE
ALUM CHANNEL
-3/4 X 1 -3/4 X 3/4 X 1/8°
LENGTH TO CLOSE FIT INSIDE TUBE
.4 .
PRELtAST4CONC.
SILL
2' MIN.
EDGE DIST.
1/4' DIA. TAPCON
1 -1/2' MIN. EMBED
2 PER PLATE
�12 X 3/4' S.M.S. 2)
- CONNECT PLATE TO CH(ANNEL
TUBE MULLION
1X2, 153, 114
TRIM WOOD BUCKS
TO INSTALL ANCHORS1
•• ••• • •
• • • • • ••
• • •
• • • •
•
•• ••• •• • • • ••
• •
• • •
• • •
• • • • • • • •
••• • • • • • •
•• •
• • •
•• • •
••• •••
• •
• •
• •
•• ••
,.TAPCONS 1/4' X 1 -3/4'
1 THK.. (6083 -TB)
Env: OR. HUMA N FARODO
STRUCTURES
F1A PE tf 18557
CAN. 3538
PEG .i,'H. P REVISED
• coc;;•.ldog with the SWIM*
gnidG - -.� Cale
Acceptuoce ' 7'
2
[M95 -13A
drawing no.
sheet 5 f_ 5
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• •• ••