1254 NE 100 St (11)\DMIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date /V 5
Type Insp'n T f /1.t14- / V itVe
Permit No. 6 152/
Name
Address 5 �iZ /00 f r
Company gee V 1 /4/ 't' "✓ 5
Phone # 3o C p "' c r 573-0705 /�
Inspection Date / ` p 6\0
Approved
Correction
Re- Insp'n Fee
X
•
Permit Type (circl
Owner's Name (Fee Simple Titleholder
Owner's Ad ess S..( k
Tenant/Lessee Name
Contractor's Company Name
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATIO
FBC 2001
Type of Work: ['Addition ['Alteration
Describe ork:
Electric
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES
Contractor's •@dress I •i NIL) 4D r City , r� � State
Qualifier ../,/ f
$ Value of Work For this Permit O
Notary $ Training/Education Fee $
Scanning $ — Radon $
2
5t�ir Master Permit No.
Plumbing Mechanical Roofing
;cps
i r4. 5 , s ; 0,574 N
City fb1"Y) L 1140/E5 State J/ Zip a3/3 S
1MSS 1 Phone #
County Miami -Dade
NO
ENew
Phone #
Permit No. 51
Zip
hone)/ �°– 0)05
Architect/Engineer's Name (if applicable) tk.-e, l cb `-- I1 ) Phone# J (2 3 i7
Square Footage Of Work: v
f1. -: f�S
Z ip
lk Repair/Replace ❑ Demolition
•• * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * ** •••••••••••••••••••••••••
Submittal Fee $ w Permit Fee $ 1 a —
Zoning
Code Enforcement $ Structural Plan Review. $
/ / 1V k 4 a6��
CCF $ i CO /CC
Technology Fee $ 3 .
Bond $
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 WORK, 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. the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknpwledge, before me this -�
The fore
day of ' 20 _+, + J,Q,gu S asdc ' , day of
who is pefsonally known t or who has produced who
As identification and who did take an oath.
, 44'1 . 4 , , Tim Harrington
�•' Commission #DD 19599
16 2008 Sign:
NOTARY PUBLIC
Sign:
Print:
My Commission Expires:
Chc 12/15/03
Signature
go n
NOTARY PUBLIC:
v1A
puma
Print:
My Commission xpires:
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED 13Y:
Contractor
instrument was acknowledged befor me this OS
20 0 by I�CLv fl 4 L l
rsonally known tome or who has produced
as identification and who did take an oath.
„4_1,1 Tim Harrington
f ** '.!' C ommission #DD3195
, ;
f A Bonded Thni
********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
DFC - 2 2004
* * * * * * * * * * **
Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. — PfA)FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -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:
a 5 "i A l ID°
2. Description of improvement: 1 n ` (A. \
3. Owner(s) name and address: -- (E- SU S (XL C 5 S )
lady tip_ l s
Interest in property: (9 u.) n 2r
Name and address of fee simple titleholder:
4. Contractor's name and address: t Cu V I. LO t.
vk ou) S
Cil 9 $ L/ iU k.J `-/ aZ s +-- tM 1 b n/L1 I
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Sigh'. "re of Owner
Pr nt Owner's Name «SS
Sworn to and subscribed before me this 03 day of /1cxj ost , 20 9
Notary Public smith Deleon
Print Notary's Nalt `, al1► i o '^i i�h c7 2Z (tam
My commissiortexpiresxp1te3 November 15, 2005
123.01 -52 PAGE 4 8/02
,)14. Sua
- M1 ct,w-1
1 1M 1 J a
1111111111111111111111111111111111111
CFN 2004. 80655750
OR Bk 22536 P9 0887; (1P9)
RECORDED 08/03/2004 1105 =54
HARVEY RUVINv CLERK OF COURT
MIAMI -DADE COUNTYv FLORIDA
LAST PAGE
O
Lt)
Prepared by Yr, or \a pr.-Leel
Address: �Q' N
nA I d _s
' ►M I. F- L
2 I UL •
WIND LOADS
WALL AREA
4
5
GCp ( +)
1.000
1.000
GCp ( -)
-1.100
-1.400
PRESSURE
(psf)
54.7
54.7
SUCTION
(psf)
-59.3
-7 3.2
JENETOPULOS GROUP
'`,7300 SW 105 TERRACE MIAMI, FL 33156 -3841 (305)663 -2991
'Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida
CUSTOMER : DUCASSI RESIDENCE
JOB NUMBER : 1254 N.E 100 Street, Miami Shores,Florida DATE : 7/25/2004
DESCRIPTION :( EOMPONENTS A Through D/1 - Worst Case
WIND VELOCITY = 146 MPH
EXPOSURE CATEGORY = C
BUILDING CATEGORY =.2 --
IMPORTANCE FACTOR = 1.00 –
Kzt = 1.00
ROOF SLOPE = 3.00 : 12 (14.04 DEG) —
TRIBUTARY AREA = 9.5 FT2 --
MEAN ROOF HEIGHT = 12.0 FT "' Kh = 0.849
DISTANCE, Z = 8.0 FT / Kz = 0.849
* ** DESIGN WIND LOADS - ASCE 7 -98 * **
* ** COMPONENTS AND CLADDING * **
13,53 / ; t3/2
a
4
b
qh = 46.3 PSF
qz = 46.3 PSF
P = gh[(GCp) - (GCpi)]
GCpi = ± 0.18
BUILDING WIDTH
CORNER DISTANCE,
•
• '
M I A M I•DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Construction Glass Industries Corporation
7840 N.W. 62nd Street
Miami ,FL 33166
The expense of such testing will be incurred by the manufacturer.
APPROVED: 11/21/2001
\1 s0450001 \pc200011templates\notice acceptance cover page.dot
Internet mail address: postmaster @buildingcodeonline.com
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER IUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
Your application for Notice of Acceptance (NOA) of:
Series 238 Aluminum Casement Window
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
ACCEPTANCE NO.: 01- 1002.03
EXPIRES: 10/31/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Homepage: http : / /www.buildingcodeonline.com
Construction Glass Ind. Corp.
1. SCOPE
1.1 This revises & renews Notice of Acceptance (NOA) No. 99- 0329.01, which was issued on
November 18, 1999. It approves an aluminum casement window, as described in Section 2 of this
NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series "238" Aluminum Casement Window — Non - Impact & Impact Resistant and its
components shall be constructed in strict compliance with the following document: Drawing No
W98 -100, Sheets 1 through 6 of 6, titled "Series - 238 Aluminum Casement Window," prepared by
Al Farooq Corporation, dated 12/04/98 and revised on 9/27/01, bearing the Miami -Dade County
Product Control approval stamp with the NOA number and approval date by the Miami -Dade
County Product Control Division. This document shall hereinafter be referred to as the approved
drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved
drawings.
4. NSTar.r
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1 The aluminum casement window and its components shall be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane
protection system or not, see corresponding table in approved drawing.
5. LABELING
5.1 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 ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this . yytem
2
ACCEPTANCE No.: 01 1002.03
APPROVED: November 22, 2001
EXPIRES: October 31, 2006
Raul Rodriguez, hief
Product Control Division
Construction Glass Ind. Corp.
3
ACCEPTANCE No.: 01- 1002.03
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
APPROVED: November 22, 2001
EXPIRES: October 31, 2006
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
// Raul Rodriguez, Chief
Product Control Division
SNUBBER
AT IMPACT WINDOWS ONLY
EXTERIOR
INSTRUCTIONS FOR USING THESE CHARTS:
STFP 1 DETERMINE THE REWIRED DESIGN PRESSURES FOR A GNEN WINDOW.
STEP 7 OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRIATE CHARTS.
A) SHEET 3 & 3A FOR IMPACT RESISTANT.
8) SHEET 4 FOR NON- IMPACT RESISTANT.
STEP 3 SELECT INSTALLATION (ANCHOR) TYPE FROM
DETAILS ON SHEET 5 AND CHART ON SHEET 8.
THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR
EXCEED THE REQUIRED PRESSURES.
GENERAL WINDOW SECTIONS
FOR GLASS TYPES,
REFER TO
SHEETS 3, 3A AND. 4.
Ol. DPG
VENT WIDTH
2 I./2'
WINDOW WIDTH
WINDOW WIDTH
VENT WIDTH
WW -2'
D.L. OPC.
WW -7'
17• MAX.
24' MAX. TYP.
AT SHORTER SIDES
TYPICAL ELEVATION
FOR MULLION /MULTIPLE UNITS, REFER TO
SEPARATE CGI MULLION N.O.A.
NOTES;
I. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING
CODE 1894 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 -88 USING CORRESPONDING LOADS.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOWS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
Env. DR. HUMAYOUN FAROGO
STRUCTURES
FLA FE / 10557
SEP 2 8 2001
8' MAX. TYP.
AT HEAD /SILL CORNERS
SURFACE APPLIED
FALSE NUN;INS
OPTIONAL
APPROVED AS COMPLYING NITA THE
SOUTH FLORIDA BUILDING CODE
e lf erQMyE/
ODUCT CONTROL DntsIDN''
BUILDIR6 CODE COMPLIANCE OFFICE
ACCEPTANCE N0. O( -(OUZ , OT
zn
O°
d o -
o
O a
a.
U n
Z n $
0P
a m
o
0
� Z •
n ,
1
7
drawing no.
W98 -100
sheet 1 of 6
r
ITEM
PART /
QUANTITY
DESCRIPTION
MATERIAL MANP. /SUPPLIER /REMARKS
1
CM-373
4
FRAME
6063 -16 INDALEX OR EOUIV
2
CG1 -378
4
VENT (5/16' LAM. GLASS)
6063 -T6
INDALEX OR EQUIV.
2A
CGI -374
4
VENT (3/16' 6 1/4' GLASS)
6063 -16
INDALEX OR EQUIV.
28
-
4
VENT (3/4' INSUL. GLASS)
6063-16
INDALEX OR EDUIV.
2C
CG1 -385
4
VENT (7/16' LAM. GLASS)
6063-76
INDALEX OR EWIV.
3
C01 -375
•
GLAZING BEAD
6063 -T5
INDALEX OR EOUIV.
4
-
4
.060 THICK CORNER KEY
ALUMINUM
-
5
-
8
460 THICK CORNER KEY
ST. STEEL
-
6
AP -425
AS REOD.
FRAME WEATHERSTRIPPING
-
SCHLEGEL APTUS
7
0200 2190
AS REOD.
VENT WEATHERSTRIPPING
-
SCHLEGEL 0 -LON
8
35 -10 -00 -101
2/ VENT
4 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH, ATTACHED V/ (6) 48 X 3/8' SS SMS
9
24 -13 -00 -202
2/ VENT
FACE MOUNT LOCK
STEEL
TRUTH, ATTACHED V/ (2) 48 X 3/8' SMS
10
-
2/ VENT
.110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK
STEEL
CGI, ATTACHED V/ (2) 210 X 3/8' SS SMS
810A
21087
2/ VENT
LOCK KEEPER, AT FRAME JAMB FACING LOCK
STEEL
TRUTH, ATTACHED V/ (2) 210 X 3/8' SS SHE
11
23 -20-00 -101
1
OPERATOR HANDLE
STEEL
TRUTH, ATTACHED V/ (2) 28 X 3/8' SS SMS
12
30175
1
OPERATOR TRACK
STEEL
TRUTH, ATTACHED V/ (2) 2B X 3/8' SS SMS
13
-
2/ CORNER
FRAME AND VENT ASSEMBLY SCREWS
-
110 X 1-1/4' SS SMS
VENT CORNER
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SBPRUF OR EOUN.
FRAME CORNER
2.625
CORNER KEY
.060 THICK ST. STEEL
M FOR NUN - IMPACT VONDOWS WITH 3/16' ANN. GLASS ONLY
CORNER KEY
.062 THICK ALUMINUM
.383 -
FRAME
.754
.617 L
GLAZING STOP
830
SEP
1.875
1.875
1.875
8.875
Engr. OR. HUMAYPUN FAR000
STRUCTURES
FLA PE P 10557
490 TYP.
.40
1.438
L 1.222
VENT (5/16' LAM. GLASS)
1.757 -'
.090 TYP.
J
L1.0721
VENT (3/16" & 1/4" GLASS)
1.757
090 TYP.
-1.624 ----
1.757
.090 TY ?.
.720
- 1 1.438
.720
1.438
VENT 3/4" INSUL. GLASS)
}
720
J 1.430
r 1
-• -1.347 --+
VENT 7/16" LAM. GLASS)
APPROVED AS COMPLYING WIN TOE
SOUTH FLORIDA BUILDING CODE
DATE r 52- U0
BY
PR ODUCT CONTROL DIVISION
BUILDING CODE COMPUARCE OTfltE
ACCEPTANCE GO. Of- (001.•
0
z
o
2S
0 4
W W
at = >r' m
o 21
O
vi
li. W N
8
z
z
N
1
N
0
CO:
u
N
'0
.°
pi
v
CO
3•
0
co
drawing no
W98-100
sheet 2 of 6
•
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 MIO 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'
GLASS TYPE '3'
GLASS TYPE '6'
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
WIDTH
HEIGHT
EXT. (4-)
1NT. ( -)
EXT. ( +)
1 NT. ( -)
EXT. ( +)
1117. ( -)
20"
24"
28"
30"
32'
36'
40"
42"
36 .
110.0
167.0
110.0
167.0
110.0
210.0
20'
24"
28"
30"
32"
36"
98.8
98.8
110.0
167.0
110.0
192.6
110.0
145.5
110.0
167.0
110.0
210.0
85.8
85.8
110.0
120.0
110.0
120.0
110.0
113.9
110.0
167.0
110.0
210.0
66.9
66.9
110.0
120.0
110.0
120.0
104.3
104.3
110.0
167.0
110.0
210.0
59.8
59.8
110.0
120.0
110.0
120.0
95.8
95.8
110.0
167.0
110.0
210.0
54.0
54.0
110.0
120.0
110.0
120.0
82.5
82.5
110.0
167.0
110.0
210.0
46.6
46.6
102.7
102.7
110.0
120.0
72.2
72.2
110.0
120.0
110.0
120.0
20"
24"
28"
30'
32'
-
I
66"
I
86.7
86.7
110.0
167.0
110.0
169.0
67.7
67.7
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"
38"
40"
42"
42 .
110.0
154.4
110.0
167.0
110.0
210.0
64.2
64.2
110.0
120.0
110.0
120.0
110.0
127.2
110.0
167.0
110.0
210.0
57.8
57.9
110.0
118.2
110.0
118.2
95.8
95.8
110.0
167.0
110.0
210.0
49.6
49.6
110.0
112.2
110.0
112.2
86.7
86.7
110.0
167.0
110.0
210.0
20"
24"
28"
30'
32'
72"
66.4
66.4
110.0
120.0
110.0
120.0
79.3
79.3
110.0
120.0
110.0
120.0
56.1
56.1
109.3
109.3
109.3
109.3
67.7
67.7
110.0
120.0
110.0
120.0
48.9
48.9
95.3
95.3
95.3
95.3
60.2
80.2
110.0
120.0
110.0
120.0
46.0
46.0
89.8
89.8
89.8
89.8
57.2
57.2
110.0
120.0
110.0
120.0
43.8
43.6
85.0
85.0
85.0
85.0
20"
24"
28"
30"
32"
36"
40"
42"
48"
110.0
130.0
110.0
167.0
110.0
210.0
20"
24'
28"
78'
52.0
52.0
101.3
101.3
101.3
101.3
110.0
111.2
110.0
167.0
110.0
210.0
43.8
43.8
85.4
85.4
85.4
85.4
82.9
82.9
110.0
120.0
110.0
120.0
38.1
38.1
74.3
74.3
74.3
74.3
74.5
74.5
110.0
120.0
110.0
120.0
20"
24'
84"
41.5
41.5
80.8
80.8
80.8
80.8
67.8
67.8
110.0
120.0
110.0
120.0
34.9
34.9
68.0
68.0
68.0
68.0
58.5
58.5
110.0
120.0
110.0
120.0
19 -1/8'
26 -1/2"
37"
26"
110.0
167.0
110.0
187.0
110.0
210.0
52.9
52.9
110.0
113.4
110.0
120.0
110.0
167.0
110.0
167.0
110.0
210.0
50.5
50.5
106.4
106.4
110.0
120.0
110.0
123.0
110.0
167.0
110.0
210.0
20'
24"
28"
30"
32"
36'
40'
42"
54 .
110.0
112.3
110.0
167.0
110.0
210.0
19 -1/8"
26 -1/2"
37"
38 -3/8'
110.0
167.0
110.0
187.0
110.0
210.0
98.0
98.0
110.0
167.0
110.0
191.1
110.0
114.2
110.0
167.0
110.0
210.0
73.9
73.9
110.0
120.0
110.0
120.0
73.4
73.4
110.0
120.0
110.0
120.0
66.0
68.0
110.0
120.0
110.0
120.0
19 -1/8"
26 -1/2"
37"
50 -5/8'
110.0
125.8
100.0
167.0
110.0
210.0
59.5
59.5
110.0
120.0
110.0
120.0
88.1
88.1
110.0
120.0
110.0
120.0
52.0
52.0
110.0
115.1
110.0
120.0
54.2
54.2
110.0
117.7
110.0
120.0
47.3
47.3
98.6
98.6
110.0
120.0
19 -1/8'
26 -1/2'
37"
63"
96.7
96.7
110.0
167.0
110.0
188.5
45.2
45.2
92.6
92.6
110.0
120.0
74.8
74.8
110.0
120.0
110.0
120.0
42.8
42.8
93.1
93.1
110.0
117.0
19 -1/8"
26 -1/2"
74 -1/4"
63.0
63.0
110.0
120.0
110.0
120.0
46.6
46.6
90.9
90.9
90.9
90.9
1/8' ANN. CUSS 3/16" ANN. CLASS
.090 INTERLAYER .090 INTERLAYER
SAFLEX PVB SAFLEX PVB
I/O" ANN. GLASS 3/16' ANN. GLASS
GE -1200 Y L. '
SILICONE
5/16" NOMINAL
GLASS TYPE '2'
p
46.1
7/18" NOMINAL
GLASS TYPE '3'
GE -1200
SILICONE
S' HEAT STREN'D GLASS
.090 INTERLAYER
SAFLEX PVB
•
1R I
7/18" NOMINAL
GLASS TYPE '6'
3/16' HEAT STREW() CUSS
GE-I200
01l [CONE
Engr. DR�U STRUCTURES FAROOO APPROVED AS COMPL11N8 WITH THE
FL A. PER 16557 SOUTH FLORIDA BUILDiNB CODE
DATE ZZ
SEP 2 R �CII PROD CONTROL DIYISIO
Z BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE AD. 01 -1 0 01.05
a.
0
a
tc
0
U
z 2° a
ON'
t ogs
U n § O
k
drawing no.
W98 -100
sheet 3 of 6
• ,
FAX. (305) 593-6592
M CASEMENT WIND
SERIES-238 ALUM
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETNLS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 ANO a FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
WIDTH
HEIGHT
EXT. (4)
1NT. ( -)
EXT. ( +)
1NT. ( -)
20'
24'
28'
30'
32'
36'
40'
42'
38 ,
110.0
190.0
110.0
210.0
20'
24'
28'
30'
32'
36'
60"
98.8
98.8
110.0
192.6
110.0
161.9
110.0
210.0
85.8
85.8
110.0
120.0
110.0
129.8
110.0
210.0
76.3
78.3
110.0
120.0
110.0
118.9
110.0
210.0
68.1
68.1
110.0
120.0
109.2
109.2
110.0
210.0
61.6
61.6
110.0
120.0
94.0
94.0
110.0
210.0
53.2
53.2
110.0
120.0
82.3
82.3
110.0
120.1)
20"
24'
28"
30"
32"
66'
86.7
8 &7
110.0
189.0
77.2
77.2
110.0
120.0
73.4
73.4
110.0
120.0
20'
24'
28'
30'
32'
36"
40'
42'
42 .
110.0
154.4
110.0
210.0
64.2
64.2
110.0
120.0
110.0
137.2
110.0
210.0
60.6
60.6
110.0
118.2
109.3
109.3
110.0
210.0
56.6
56.6
110.0
112.2
98.8
98.8
110.0
210.0
20"
24'
28'
30'
32'
72'
66.4
66.4
110.0
120.0
90.5
90.5
110.0
120.0
56.1
58.1
109.3
109.3
77.2
77.2
110.0
120.0
48.9
48.9
95.3
95.3
68.7
68.7
110.0
120.0
46.0
48.0
89.8
89.8
65.2
65.2
110.0
120.0
43.6
43.6
85.0
85.0
20'
24'
28'
30'
32'
36"
40'
42'
48 .
110.0
130.0
110.0
210.0
20'
24'
28"
78'
52.0
52.0
101.3
101.3
110.0
114.3
110.0
210.0
43.8
43.8
85.4
85.4
94.5
94.5
110.0
120.0
38.1
38.1
74.3
74.3
85.0
85.0
110.0
120.0
20'
24'
84 "
41.5
41.5
80.8
80.8
77.3
77.3
110.0
120.0
34.9
34.9
68.0
88.0
66.7
66.7
110.0
120.0
19 -1/8"
26 -1/2"
37"
26"
110.0
190.0
110.0
210.0
60.4
60.4
110.0
120.0
110.0
190.0
110.0
210.0
57.5
57.5
110.0
120.0
110.0
140.2
110.0
210.0
20'
24'
28'
30'
32"
36"
40'
42"
S4 ,
110.0
112.3
110.0
210.0
19 -1/8'
26 -1/2'
37'
38 -3/8"
110.0
179.3
110.0
210.0
98.0
98.0
110.0
191.1
110.0
130.2
110.0
210.0
84.2
84.2
110.0
120.0
83.7
83.7
110.0
120.0
75.2
75.2
110.0
120.0
19 -1/8'
26 -1/2'
37'
50 -5/8"
110.0
125.8
110.0
210.0
67.9
67.9
110.0
120.0
99.7
99.7
110.0
120.0
59.3
59.3
110.0
120.0
61.8
61.8
110.0
120.0
54.0
54.0
110.0
120.0
19 -1/8'
26 -1/2'
37"
63'
96.7
96.7
110.0
188.5
51.6
51.6
110.0
120.0
74.9
74.9
110.0
120.0
48.8
48.8
110.0
117.0
19 -1/8'
26 -1/2'
74 -1/4"
63.0
63.0
110.0
120.0
48.6
46.6
90.9
90.9
1/8" TEMP. GLASS
1/8' ANN. GLASS
.090 INTERLAYER
SAFLEX PV8
1
111111 -1200
■ ILICLINE
3/4" INSULATED
GLASS TYPE '2A'
1/8' TEMP. CUSS
1/8' TEMP. GLASS
.090 INTERLAYER
SAFLEX PVO
1/8' ANN. GLASS 1111
1/8" TEMP. GLASS
�
C
3/4" INSULATED
GLASS TYPE '3A'
GE -1200
ILICONE
Engn DR. HUVAYOUN FAR000 APPROVED AS COMPLYING WITH Tiff
STRUCTURES SOLIDI FLORIDA BUILDING CODE
FLA. PE F 18557
DATE ' Igr L2 Y01 1F
-6 BY
PRO UCT CONTROL DIVISION
`� -- BUILDING CODE COMPLIANa OFFICE
SEP 2 R 2001 ACCEPTANCE N0. 01- 1
F>u
0
0
6
k
A
v
0
drawing no.
W98 -100
sheet 3A of 6)
♦ 1
PERFORMANCE
OAOE COUNTY
REFER
VALUES
APPROVED
OF NON- IMPACT RESISTANT
IMPACT RESISTANT SHUTTERS
5 AND 6 FOR INSTALLATION
WINDOWS
PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS
DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REOUIREO
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
REQUIRED
DETAILS
TO SHEETS
WINDOW DIMS.
GLASS TYPE '4'
GLASS TYPE '4A'
GLASS TYPE '5' & '54'
WINDOW DIMS.
GLASS TYPE '4'
GLASS TYPE '4A'
GLASS TYPE '5' & '5A'
WIDTH
HEIGHT
EXT. ( +)
INT. ( -)
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
20"
24'
28"
30"
32"
36"
40"
42"
36 "
110.0
167.0
110.0
190.0
110.0
210.0
20"
24"
28"
30"
32"
36"
80"
98.8
98.8
98.8
98.8
110.0
192.6
110.0
161.9
110.0
161.9
110.0
210.0
85.8
85.8
85.8
85.8
110.0
167.2
110.0
138.8
110.0
138.8
110.0
210.0
76.7
76.7
76.7
76.7
110.0
149.6
110.0
127.6
110.0
129.5
110.0
210.0
73.0
73.0
73.2
73.2
110.0
142.7
110.0
117.4
110.0
121.4
110.0
210.0.
66.2
S6.2
70.2
70.2
110.0
136.8
100.6
100.6
110.0
107.9
110.0
210.0
57.7
47.7
65.3
64.8
110.0
126.3
88.6
88.6
110.0
97.1
110.0
189.4
20'
24"
28"
30"
32"
66"
86.7
G6.7
86.7
86.7
110.0
169.0
83.9
8.3.9
110.0
92.5
110.0
180.4
73.4
73.4
73.4
73.4
110.0
143.2
20"
24"
28"
30"
32"
36"
40"
42"
42 "
110.0
154.4
110.0
154.4
110.0
210.0
64.2
04.2
64.2
64.2
110.0
125.2
110.0
137.2
110.0
137.2
110.0
210.0
60.6
8 0.8
60.6
60.6
110.0
118.2
110.0
117.0
110.0
118.9
110.0
210.0
57.5
57.5
57.5
57.5
110.0
112.2
105.8
105.8
110.0
111.0
110.0
210.0
20"
24"
28"
30'
32"
72"
66.4
66.4
66.4
66.4
110.0
129.4
96.5
96.5
110.0
104.1
110.0
202.9
56.1
56.1
56.1
56.1
109.3
109.3
83.9
83.9
110.0
92.5
110.0
180.4
48.9
48.9
48.9
48.9
95.3
95.3
75.5
75.5
109.4
83.3
110.0
162.3
46.0
46.0
46.0
46.0
89.8
89.8
72.1
72.1
106.0
79.3
110.0
154.6
43.6
43.6
43.6
43.6
85.0
85.0
20"
24"
28"
30"
32"
36"
40"
42'
48 "
110.0
130.0
110.0
130.0
110.0
210.0
20"
24"
28"
78"
52.0
52.0
52.0
52.0
101.3
101.3
110.0
114.3
110.0
114.3
110.0
210.0
43.8
.43.8
43.8
43.8
85.
85.4
100.2
100.2
103.8
103.8
110.0
202.4
38.1
38.1
38.1
38.1
74.3
74.3
90.7
90.7
99.8
97.1
110.0
189.4
20"
24"
84'
41.5
41.5
41.5
41.5
80.0
80.8
83.3
83.3
96.5
91.1
110.0
177.6
34.9
34.9
34.9
34.9
68.0
68.0
73.4
73.4
91.5
80.9
110.0
157.8
19 -1/8"
28 -1/2"
37"
26"
110.0
167.0
110.0
210.0
110.0
210.0
66.6
68.6
88.2
72.8
110.0
142.0
110.0
167.0
110.0
203.0
110.0
210.0
83.8
63.8
87.1
69.4
110.0
135.3
110.0
145.4
110.0
145.4
110.0
210.0
20'
24"
28'
30'
32'
36"
40'
42"
54'
110.0
112.3
110.0
112.3
110.0
210.0
19 -1/8"
26 -1/2"
37'
38 -3/8"
110.0
167.0
110.0
179.3
110.0
210.0
98.0
98.0
98.0
98.0
110.0
191.1
110.0
137.5
110.0
137.5
110.0
210.0
88.2
88.2
88.2
88.2
110.0
172.0
89.9
89.9
110.0
98.5
110.0
192.1
80.2
80.2
8
8
110.0
164.7
19 -1/8"
26 -1/2"
37"
50 -5/6"
110.0
125.8
110.0
125.8
110.0
210.0
73.8
73.8
81.2
80.9
110.0
157.8
99.7
99.7
99.7
99.7
110.0
194.5
64.6
64.6
76.2
71.9
110.0
140.3
67.8
67.8
83.1
74.7
110.0
145.6
59.5
59.5
72.8
64.8
110.0
126.3
19 -1/8'
26 -1/2"
37"
63"
96.7
96.7
96.7
96.7
110.0
188.5
57.3
57.3
71.3
61.7
110.0
120.3
74.9
74.9
74.9
74.9
110.0
146.1
53.6
53.6
80.0
60.0
110.0
117.0
19 -1/8'
26 -1/2 '
74 -1/4"
63.0
63.0
63.0
63.0
110.0
122.9
46.6
46.6
46.6
48.6
90.9
90.9
EXTRUDED GLAZING BEAD
OPTIONAL
1/4" NOMINAL
GLASS TYPE '4'
3/16" ANN. GLASS
1/4" ANN. GLASS 2 3/16" ANN. GLASS
GE -1000
SILICONE
54
GE -1000
�11�h_ SILICONE
��1s,611. 81
3/4" OVERALL INSUL. ANN.
ALT. GLASS TYPE '4A'
ROLL FORMED GLAZING BEAD 3/16' TEMP. GLASS
3/18" TEMP. GLASS 3/16' TEMP. GLASS
3/16" NOMINAL
GLASS TYPE '5'
GE -1000
SILICONE
GE -1000
SILICONE
3/4" OVERALL INSUL. TEMP.
ALT. GLASS TYPE '5A'
Enpr. OR. HUVAYOUN FAR000
STRUCTURES
M. PEA 16557
APPROVED M COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE L 4 " 72 2to1
B
ODU CONTROL D1VIS
BUILDING CODE COMPUANCE OFTCE
ACCEPTANCE NO. 01- IOOL. 3
z
1 -
z
0 �
a
a
o N
z o
W n O
z 1
02<<4
O+' ,
-�
Cs W ^" y
I Z 1"
0
0
0
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d
m
'0
a
S
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A y e
drawing no.`
W98 -100
(sheet4of 6 )
3/16' OR 1/4' TAPCON
SEALANT
1/4' DIA TAPCONS
1 -1/2' MIN. WOOD PENETRATION
SEALANT
INSTALLATION TYPE '1'
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOQ
INSTALLATION TYPE '3'
BUCK INSTALLATION BY OTHERS
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOQ
INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES)
FOR ANCMOR PERFORMANCE VALUES SEE SHEET 6
1 3/8'
2 1 /8'
WOOD BUCK TYPE ' 1 '
.MATFRIAI: PRESSURE TREATED
WOOD BUCK TYPF '3'
.t9IFRIAI,: PRESSURE TREATED
3/16' OR 1/4' TAPCON
SEALANT
1/4' DIA. TAPCONS
I-I /2' MIN. WOOD PENETRATION
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
INSTALLATION TYPE '2'
INSTALLATION TYPE '4'
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOD
4
BUCK INSTALLATION 81' OTHERS
TYPICAI INSTAI IATION DETAIL
ON ALL FOUR SIDES /USING WOOD
2 1/8'
MIN.
WOOD BUCK TYPE '2'
MATERIAL' PRESSURE TREATED
2 1/8'
MIN,
WOOD BUCK TYPE '4'
MAIERIN,: PRESSURE TREATED
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FU PE ! 16557
SEP 2 B 2001
ATTACHMENT TO
APPROVED MULLIONS
APPROVED AS COMPLYING WITH IRE
SOUTH FLORIDA BUILDING CODE
DATE P4W L r LZ 34° 1
PRODUCT CONTROL DIM
BUILDING CODE COMPLIANCE OM
ACCEPTANCE NO. 01- fu oZ. of
o
U
8
z
C
0
m
0
'0
Y
S
4
li
1
drawing no.
W98 -100
(sheet 5 of 6
PERFORMANCE VALUES FOR INSTALLATION OF
ANCHORS TYPE 'A' 'B' OR 'C'
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
WIDTH HEIGHT
20"
24"
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32"
38"
40"
42"
36"
42"
48"
54"
ANCHOR 'A'
210.0
198.0
169.7
158.4
148.5
132.0
113.1
105.6
190.1
158.4
135.8
126.7
118.8
105.6
95.0
90.5
210.0
198.0
169.7
158.4
148.5
132.0
118.8
113.1
203.7
169.7
145.5
135.8
127.3
113.1
101.8
97.0
ANCHOR 'B'
210.0
210.0
203.1
189.8
177.8
158.0
135.4
126.4
210.0
189.6
162.5
151.7
142.2
126.4
113.8
108.3
210.0
210.0
203.1
189.6
177.8
158.0
142.2
135.4
210.0
203.1
174.1
162.5
152.4
135.4
121.9
116.1
ANCHOR 'C'
210.0
210.0
210.0
210.0
207.0
184.0
157.7
147.2
210.0
210.0
189.3
176.6 _
165.6
147.2
132.5
126.2
210.0
210.0
210.0
210.0
207.0
184.0
165.6
157.7
210.0
210.0
202.8
189.3
177.4
157.7 -
141.9
135.2
PERFORMANCE VALUES FOR INSTALLATION OF'
ANCHORS TYPE 'A' '9' OR 'C'
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
WIDTH
20"
24"
28"
30"
32"
36"
20"
24"
28"
30"
32"
. 20"
24'
28"
30"
32"
20"
24"
28"
20"
24"
19 -1/8"
26 -1/2"
37"
19-1/8"
26 -1/2"
37
19 -1/8"
26 -1/2"
37"
19 -1/8"
26 -1/2"
37"
19-1/8"
26 -1/2"
HEIGHT
60"
66"
72"
78"
84"
26"
38 -3/8"
50 -5/8"
63"
74 -1/4"
ANCHOR 'A'
178.2
148.5
127.3
1 18.8
111.4
99.0
210.0
176.0
150.9
140.8
132.0
190.1
158.4
135.8
126.7
118.8
172.8
144.0
123.4
198.0
165.0
210.0
210.0
175.5
210.0
163.2
116.9
210.0
167.1
119.7
175.4
126.6
90.7
191.6
138.3
ANCHOR 'B'
210.0
177.8
152.4
142.2
133.3
118.5
210.0
210.0
180.6
168.5
158.0
210.0
189.6
162.5
151.7
142.2
206.8
172.4
147.4
210.0
197.5
210.0
210.0
210.0
210.0
195.3
139.9
210.0
200.1
143.3
209.9
151.5
108.5
210.0
165.5
ANCHOR 'C'
210.0
207.0
177.4
165.6
155.3
138.0
210.0
210.0
210.0
196.3
184.0
210.0
210.0
189.3
176.6
165.6
210.0
200.7
172.1
210.0
210.0
210.0
210.0
210.0
210.0
210.0
164.7
210.0
210.0
168.7
210.0
178.4
127.7
210.0
194.8
ANCHORS;
AT 6" FROM CORNERS AND 17" O.C. MAX. SPACING.
TYPE 'A'= 3/16" TAPCONS
THRU 1BY W000 BUCKS INTO MASONRY
OR DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. MASONRY EMBED
3/16" SFI F DRILLING ETEKSI SCREWS
INTO METAL. STRUCTURES
TYPE 'B'= 1 /4" TAPCONS
INTO 2BY BUCKS OR WOOD STRUCTURES
1 -1/2" MIN. WOOD EMBEDMENT
TYPE 'C'= 1/4" TAPCONS
THRU 1BY W000 BUCKS INTO MASONRY
OR DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. MASONRY EMBED
I10 SM$
INTO DADE COUNTY APPROVED MULLIONS
B14 SMS
INTO METAL STRUCTURES
ITAPCONS AS MANUFACTURED BY ELCO.
Engr. OR. HUuAYOUN FAR000
STRUCTURES
FLA. PE 1 16557
sEP 2 F' 2001
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE t 10g111
BT/-
PRODUCT CONTROL DIV151
BUILDING CODE COMPLIANCE EIM�
ACCEPTANCE NO, Pi- io0.
U
z W
0°
F"
d
°o 8
O a
ov.
UW
O
N
3 w v
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0
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3
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drowing no.
W98 - 100
(sheet 6 of 6
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Construction Glass Industries Corporation
7840 N.W. 62nd Street
Miami ,FL 33166
Your application for Notice of Acceptance (NOA) of:
Series 238 Aluminum Fixed Window - Non - Impact & Impact Resistant
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miarni -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
ACCEPTANCE NO.: 01- 0918.01
EXPIRES: 09/30/2006 Raul Rodriguez
Chief Product Control Division
THIS IS 'n t COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIE(IC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 10/25/2001
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
11s045000I1pc200011 templates \notice acceptance cover page.dot
Internet mail address: postmaster @buIldingcodeonllne.com Homepage: http . / /www.baildingcodeonline.com
Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918.01
APPROVED : OCT 2 5 2001
EXPIRES : September 30, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This revises and renews the Notice of Acceptance No. 00 -0310.01, which was issued on August
24, 2000. It approves an aluminum fixed window, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for
Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series 238 Aluminum Fixed Window — Non- Impact and Impact Resistant and its
components shall be constructed in strict compliance with the following documents: Drawing No
W99 -10, titled "Series -238 Aluminum Fixed Window" Sheets 1, 2, 3, 3A, 4, 5 and 6 of 6 dated
02/19/99, with revision C dated 10/04/01, signed and sealed by Humayoun Farooq, P.E., bearing the
Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division. These documents shall
hereinafter be referred to as the approved drawings.
3. LINIITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables for non - impact and
impact resistant windows in separate sheets of approved drawings.
4. INSTALLATION
4.1 The aluminum fixed window and its components shall be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system. (shutters): to determine whether the installation requires a hurricane
protection system or not, see corresponding table in approved drawing.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement:-ilMiami -Dade County oduct Control Approved ". --
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
2
Man
Prod
ez, P.E. Pro . uct
ontrol Division
xammer
Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918.01
APPROVED : OCT 2 5 2C
EXPIRES : September 30, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who origjnally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
3
Man 1 Pe z, P.E. Product Co xaminer
Prod ontrol Division
Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918,01
APPROVED
EXPIRES : September 30, 2006
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
(For File ONLY. Not part ofNOA.)
. OCT 2 5 2001
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W99 -10, titled "Series -238 Aluminum Fixed Window" Sheets 1, 2, 3, 3A, 4,
5 and 6 of 6 dated 02/19/99, with revision C dated 10/04/01, signed and sealed by
Humayoun Farooq, P.E.
B. TESTS
1. 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 Series 238 alum. Fixed Window glazed with 7/16'
Saflex PVB, prepared by Hurricane Testing Lab reports No. HTL -0080- 0203 -99, HTL-
0080- 0606 -99, and HTL- 0080 - 1020 -99 tested on 02/05 - 15/99, 06/07/99, and 10/28/99
respectively, signed and sealed by Vinu J. Abraham, P.E.
Tests under previous approvals
2. 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 of following
sizes: 54" wide x 120" high; glazed with Saflex laminated glass, prepared by Hurricane
Test Laboratory, Inc. report No. HTL-0080- 1107 -98 dated 11/10/98, signed and sealed by
Timothy S. Marshall, P.E.
C. CALCULATIONS
1. Comparative Analysis and anchor calcs. for Series 328 fixed picture window, prepared by
Al- Farooq Corp., dated 02/20/99, signed and sealed by Humayoun Farooq, P.E.
2. Revised Analysis and anchor calculations for Series 328 fixed picture window, prepared
by Al- Farooq Corp., dated 02/04/00, signed and sealed by Humayoun Farooq, P.E.
3. Revised Analysis and anchor calculations for Series 328 fixed picture window, prepared
by Al- Farooq Corp., dated 06/26/01, signed and sealed by Humayoun Farooq, P.E.
4. Revised Analysis and anchor calculations for Series 328 fixed picture window, prepared
by Al- Farooq Corp., dated 10/04/01, signed and sealed by Humayoun Farooq, P.E.
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 96-0904.14 issued to E.I. DuPont DeNemours for "Sentry Glass
Series 457 Laminate Glass" dated 04 /24/97, expiring on 04/24/2000.
2. Notice of Acceptance No. 97- 1224.07 issued to Solutia, Inc. for "Polyvinyl Butyral
Interlayer Saflex" dated 06/25/98, expiring on 01/09/2000.
E -1
Manue Perez, P.E. Product Con
Produc ' ontrol Division
Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918.01
APPROVED : OCT 2 5 2001
EXPIRES : September 30, 2006
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA.)
E. STATEMENTS
1. No Financial Interest Statement letter issued from A1- Farooq Co., dated on Feb. 14, 2000,
signed and sealed by Dr. Humayoun Farooq, P.E.
2. Conformance Statement Letter issued from Al- Farooq Co., dated on Feb. 14, 2000, signed
and sealed by Dr. Humayoun Farooq, P.E.
3. Letter stating that engineer is still in practice from A1- Farooq Co., dated on May 31, 2001,
signed and sealed by Dr. Humayoun Farooq, P.E.
F. OTHER
1. Notice of Acceptance No. 00 -0310.01, issued to Construction Glass Ind. Corp. for their
Series 238 Aluminum Fixed Window, approved on 08/24/00 and expiring on 09/30/01.
E -2
!/
Mann- 'erez, P.E. Product Conti aminer
Prod 'ontrol Division
EXTERIOR
INSTRUCTIONS FOR USING THESE CHARTS;
STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A WINDOW.
RTFP 7 OBTAN CAPACITY OF WINDOW /CLASS TYPE FROM APPROP TE CHARTS
A) SHEETS 3 & 3A FOR IMPACT RESISUM.
B) SHEET 4 FOR NON— IMPACT RESISTANT.
STEP 3 SELECT INSTALLATION (ANCHOR) TYPE FROM
DETAILS ON SHEET 3 AND CHART ON SHEET 0.
THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR
EXCEED THE REQUIRED PRESSURES.
GENE»AL WINDOW SECTIONS
FOR GLASS TYPES
REFER TO
SHEETS 3, 3A & -4.
AT EACH ENO ANO
11)' 0.C. ON SNORTER SIDES
2 0' O.C. ON LONGER SIDES
FOR MULLION /MULTIPLE UNITS, REFER TO
SEPARATE CGT MULLION N.O.A.
WINDOW' WIDTH
1
PAY -2'
0.L. OPG.
VENT WIDTH
WW -7
Fnpn OA. HUMAYOUN FAR-000
STRUCTURES
M PE / 46537
l '
OCT 4 2001
DRESSING OR STUCCO.
TYPICAL ELEVATION
0' MAX. TT+.
AT HEAD /SILL CORNERS
6 11
. 0TES;
1.
THIS STRUCTURE IS 06100110 AS PER THE SOUTH FLORIDA BUILDING
CODE 1904 EDWIN FOR DADE COUNTY. ALSO FOR WINO LOADS
AS PER ASCE 7 USING CORRESPONDING LOADS.
2. W000 BUCKS BY OTHERS, MUST 9E ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATER411. SHALL BE BEYOND WALL
SURFACE APPLIED
FALSE HLNNTDNS
OPTIONAL
16' MAX. (IMPACT)
2S" LUX. (NON— NPACT)
MAX. ANCHOR SPACING TO BE AS FOLLOWS
IMPACT WINMlWS
17' 0.C. ON LONGER SIDES
18" 0.C. ON SHORTER SIDES
NON IMPACT WINDOWS
17' 0.C. ON LONGER SIDES
25" 0.C. ON SHORTER SIDES
APPROVED AB COMPLYING VAT)-1 THE
r� g
e
U
dro% nq 110.
W90 -10
(ghee_) of 8 )
DVS
PART /
QUANTITY
DESCRIPTION
MLTS8IAL
R
1(ANP. /3uPP1ffi(/RDGIL9
1
COI -373
4
FRAME
6063 -T6
IRDY.56 0X1 MTV.
2
Chit -379
4
V5447 (3/16' LAN. 6.6001
6063 -76
MOLD( DR EQUIV.
26
5 2 -374
4
VENT (3116' 1 1/4' CLASS)
6063 -16
0(DKEX OR LOU1V.
29
-
4
VENT 0/4' D40 L. 0.600)
6063 -16
04060. 06 EQUIV.
2C
COI -365
4
VENT (7/06' LAN. GLASS)
6063 -T6
MDALEX OR EQUIV.
3
COI-375
4
GLAZING DEAD
6063 -T5
01060.5% OR EOUIV.
4
-
4
060 7141500 CORNER X5(
ALUMINUM
-
5
-
9
.060 THICK 0001456 0057
ST. STEEL
-
6
AP - 125
AS ROOD.
FRAME WEATHERSTRIPPING
-
25)0.0050. APHIS
7
0200 %1.90
AS 6600.
M
VE WEATHERSTRIPPING
-
SCHLEOEL 0
0
-
AS 6500.
VEM SCREVS 020' QC. LONGER SIDES, I9' 0.0.
30406706 SLOES - 010 X SS 506
0 - 2/ CORNER 76604E AND VENT 0530406.7 SCREVS - 410 X 1 -1 /4' SS 5040
VENT 5/16' LAM. GLASS)
vENT (3/16' & 1/4' CLASS)
1.975
VENT (3/4' INSUL GLASS)
£90 T`P.
6 - 1.624 --+
090 TYP.
VENT (7/16' LAM. CLASS)
APPROVED AS CO(FLYINO WITH THE
SOUTH FLORIDA BUILDIHG COOS
PR00 T C�ITROL DIVI50014
9t2W 000E COMPLIANCE OPFICE
ACCEPTANCENOD 2 1.).Q\
dra ing no.
she 2o16
///
I MOM - M I
PERFORMANCE VALVES OF IMPACT RESISTANT FO6DOFS
NO SHUTTERS REOI161E0
REFER TO BHEETS 5 /NO 8 FOR INSTALLATION DETAILS
31040011 ODL9.
WIDTH
24'
30'
36'
42'
48
64'
60'
24'
30'
38'
42'
4r
54'
60'
24'
30'
36'
42'
48'
54'
60'
24'
30'
36'
42'
48'
so-
24"
30'
38'
42'
48'
54'
60'
24'
30'
36'
42'
48'
64'
60'
2?
30'
38'
42"
48'
50'
63'
58'
87
HOOHT
36'
42'
46'
64'
60'
58'
72'
CLASS TYPE '2' CUSS TYPE '3' CRASS TYPE '6'
EXT. ( +) I NT. ( -) EXT. (1')
110.0
104.3
82.5
67.7
58.5
52.0
46.6
110.0
86.7
87.7
88.7
60.8
64.3
48.1
110.0
74.5
58.5
60.6
54.2
48.9
44.1
103.8
88.0
52.0
54.3
48.0
44.9
40.7
100.8
69.8
46.6
48.1
44.1
40,7
93.0
57.8
41.4
43.5
40.3
91.9
633
38.4
39.2
35.5
1NT. ( -) EXT. (4)
143.5 110.0
104.3 110.0
82.5 110.0
67.7 110.0
68.6 110.0
52.0 110.0
48.6 102.7
127.2 110.0
66.7 110.0
67.7 110.0
68.7 102.9
60.8 102.9
54.3 92.6
48.4 81.7
111.2 110.0
74.5 110.0
68.5 110.0
00.8 102.9
34.2 90.0
48.9 78.6
44.1 59,6
103.8 . 110.0
88.0 110.0
62.0 110.0
64.3 92.0
48.9 78.6
44.6 88.4
40.7 50.4
100.8 110.0
69.8 110.0
45.6 102.7
46.1 61.7
44.1 69.0
40.7 60.4
93.0 110.0
67.8 110.0
41.4 00.0
43.5 74.4
40.3 62.4
91.9 110.0
53.5 110.0
38.4 89.2
39.2 68.2
3.6.3 58.8
157.5 110.0
144.0 110.0
120.0 110.0
120.0 110.0
120.0 110.0
113.1 110.0
102.7 110.0
157.5 110.0
144.0 110.0
120,0 110.0
1024 96.9
102.9 08.9
92.6 98.9
61.7 90.0
167.5 110.0
120.0 110.0
120.0 110.0
102.9 06.0
90.0 84.8
78.6 90.0
69.6 00.0
154.3 110.0
120.0 110.0
115.1 110.0
92.6 98.9
78.6 90.0
68.4 80.0
60.4 80.0
120.0 140.0
120.0 110.0
102,7 110.0
81.7 90.0
89.6 00.0
60.4 80.0
70.0
120.0 110.0
120.0 110.0
90.0 90.0
74.4 90.0
62.4 00.0
70.0
70.0
120.0 110.0
120.0 110.0
89.2 90.0
88.2 90.0
58.8 90.0
70.0
68.8
855
50.0
1NT. (-)
195.8
156.6
130.5
120.0
120.0
120.0
120.0
153.6
156.8
120.0
111.9
111.9
111.9
90.0
484.4
120.0
120.0
111.9
97.6
90.0
90.0
177.8
120.0
120.0
111.9
90.0
60.0
80.0
120.0
1200
1204
90.0
90.0
60.0
70,0
120.0
120,0
90.0
00,0
90.0
70.0
70.0
120.0
120.0
90.0
90.0
90.0
70.0
68.6
65.5
50.0
PERFORMANCE VALUES OF IMPACT RESISTANT FRED OAS
REFER TO SHEETS 8 FO INST�AIAAI6N OE7Wu
904DOW DIMS.
WIDTH
24'
30'
36'
42'
60'
81'
24'
30'
38'
5r
7T
2?
30'
38"
51'
85"
24'
30'
36'
45'
13'
24'
30'
54'
36'
48'
33'
45'
30
39'
HOOK
78'
84'
06'
108'
120'
132'
144'
156'
CUSS TYPE '2'
EXT, ( +1, 1313. ( -)
91,3 913
61.7 81.7
35.5 355
34.8. 34.8
85.8 85.6
49.3 49.3
33.4 33.4
78.1 78.1
48.0 484
31.7 31.7
58.0 59.0
44.9 44.9
45.6 45.6
0IASS TYPE '3'
N. ( +)
110.0
90.0
62.7
84.6
110.0
90.0
61.0
110.0
00.0
76.8
90.0
90.0
90.0
1 NT. ( -)
120.0
90.0
82.7
64.6
120.0
90.0
81.0
120.0
90.0
76.8
90.0
90.0
90.0
GLASS TYPE '8'
IXT. ( +)
110.0
90.0
90.0
90.0
70.0
50.0
110.0
90.0
90.0
704
50.0
110.0
00.0
00.0
70.0
50.0
90.0
90.0
70.0
70.0
50.0
90.0
70.0
50.0
70.0
60.0
70.0
80.0
70.0
50.0
-INT. ( -)
120.
00.0
90.0
90.0
70.0
50.0
120.0
90.0
90.0
70.0
50.0
120.0
00.0
00.0
70.0
50.0
90.0
00.0
70.0
70.0
50.0
90.0
70.0
50.0
70.0
500
70.0
50.0
70.0
50.0
WINDOW LENGTH
NOTE
910744 AJ40 1ENOTH OINENSIO745 CAN 05 ORI04754
VERTICALLY OR HORIZONTALLY AS SHOWN.
PERFORMANCE VALVES OP LYPACT RESISTANT WINDOWS
NO 638117502 REQUIRED
REFER TO SHEETS 8 MA 8 FOR INSTALIATON O57445
WINDOW DO M.
1310TH
19 -1/8'
26 -1
37'
53 -1/8'
10 -1/8'
28 -1/2'
Sr
53 -1/6'
10 -1/8'
28
37'
0.1 -1/8'
19 -I/8'
26 -1/2'
37'
53 -1/8'
19 -1/6'
26 -1/2'
37
63 -1/8'
HEIGHT
28
38 -3/8'
60 -5/8'
63'
74 -1/4'
GLASS TYPE '8'
EXT. (4.)
11
110.0
110.0
88.4
110,0
110.0
733
49.8
110.0
88.1
54.2
47.3
140.0
74.8
42.8
39.4
110.0
69.7
38.9
1313. ( - )
157.5
157.5
123.0
86.4
157.5
114.2
735
49.8
157.5
58.1
54.2
47.3
1575
74.8
42.8
39.4
120.0
69.7
35.9
GLASS TYPE '3'
EXT. (+)HINT. (-)
110.0 157.5
110.0
110.0
110.0
110.0
110.0
110.0
106.0
110.0
110.0
110.0
75.1
110.0
110.0
110.0
82.9
187.5
157.5
120.0
1573
1579
116.8
108.0
1575
120.0
1162
75.1
1573
110.0 120.0
93.1 93.1
58.3 68.3
120.0
120.0
82.9
GLASS TYPE '8'
EXT. ( +)
110.0
1 10.0
110.0
110.
110.0
110.0
106.1
110.0
110.0
110.0
85.3
110.0
110.0
110.0
61.3
110.0
110.0
00.0
70.0
1NT. ( -)
210.0
180.7
150.7
120.0
110.0 210.0
177.3
120.0
120.0
210.0
120.0
120.0
85,3
204.6
120.0
120.0
813
120.0
120.0
00.0
70.0
3/16' HEAT STREW° CLASS
.090 INTERLAYER
SLAV PVE1
3/18' HEAT STRD-r0 CLASS
il
7/1.6" NOMINAL
GLASS TYPE '0'
sioucross
FLA PE 16557
3/18' ANN. CLASS
.090 INTERLAYST
SAPLEX P.13
3/18' ANN. CLASS
7/1 8" NOMINAL
SILTCOPC
sructoc
APPROVE() IS COMDLYINO WITH THE
ACCEPTANCE rant- CA li'431
gg g8
M 1,1 F-11
CY
oThgA
a
droving no.
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER 10 SHEETS 8 AND 6 FOR INSTALLAT1ON DETAILS
WIDOW 0019.
GLASS TYPE 'EA'
01488 TYPE '3A'
WIDTH
HEIGHT
E%T. (4)
1NT. ( -)
EM. (4)
1NT. ( -)
24'
110.0
157.0
110.0
195.8
30'
110.0
112.6
110.0
158.6
38'
79'
89.0
89.0
110.0
130.5
42'
35'
73.1
73.1
110.0
120.0
45'
63.1
63.1
110.0
120.0
54'
84'
55.1
56.1
110.0
120.0
80'
50.3
50.3
110.0
120.0
24'
110.0
137.3
110.0
193.8
30'
96'
93.6
03.8
110.0
156.6
38'
73.1
73.1
110.0
120.0
42'
42'
74.5
74.8
06.9
111.9
45'
105'
88.0
66.0
08.9
111.9 .
54'
120'
69.1
59.1
96.9
111.9
80' •
52.5
528
90.0
90.0
28 -1/2'
110.0
120.0
110.0
184.4
ST
26•
60.5
80.8
110.0
120.0
53 -1/5'
63.1
63.1
110.0
120.0
N
413'
86.0
68.0
05.9
111.9
26-1/2'
59.0
59.0
64.8
97.9
37'
-3 /•
53.2
53.2
00.0
90.0
53-1/8'
48.0
48.0
90.0
00.0
24'
110.0
112.0
110.0
177.8
30'
71.2
71.2
110.0
120.0
36'
50 -5/8'
88.1
58.1
110.0
120.0
42'
0
59.1
89.1
98.9
111.9
45'
53.2
53.2
90.0
90.0
54'
48.9
48.9
80.0
50.0
50'
B3•
44.3
44.3
80.0
80.0
63 -1/8'
i�
108.8
108.8
110.0
120.0
19 -1 /6'
845
64.5
110.0
120.0
120.0
50.3
50.3
110.0
120.0
H
Y
62.5
52.5
90.0
90.0
00.0
48.0
413.0
00.0
00,0
44.3
44.3
50.0
80.0
24'
100.4
100.4
110.0
120.0
30'
82.4
82.4
110.0
120.0
38'
88'
44.7
44.7
90.0
90.0
42'
47,4
47.4
90.0
90.0
45'
43.9
43,9
00.0
' 90.0
24"
99.2
992
110.0
120.0
30'
• 57.7
57.7.
110.0
120.0
38"
72'
41.4
41.4
90.0
90.0
42'
42.7
42.7.
90.0
90.0
48'
38.6
38.8
00.0
00.0
PERFORMANCE VALVES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS RECUURE0
REM 10 SHEETS 6 AN0 6 FOR 963TAL1ATION DETAILS
WINDOW 0016.
01489 TYPE .'9A'
G1193 TYPE '3A'
WI0711
HEIGHT
EXT. (4)
1NT. ( -)
Er. (4)
INT. (-)
24'
98.9
96.6 •
110.0
120.0
30'
65..8
65
00.0
00.0
38'
79'
38,3
38.3
90.0
90.0
42'
37.9
37.9
90.0
90,0
24'
22.4
02.4
110.0
120.0
30'
84'
53.2
53.2.
90.0
90.0
38'
36.0
36.0.
90.0
90.0
24'
84.3
84:3
110.0
120.0
30'
96'
50.8 -
60.8.
90.0
90.0
38'
34.2:
34.2•,
90.0
90,0
24'
63.7
83.7
00.0
90.0 '
30•
105'
485,
48.5.
90.0
90.0
24'
120'
49.2;
49.2
90.0
90.0
19 -1/8'
110.0.
110.0
210.0
28 -1/2'
110.0
168.2.
110.0
480.7
ST
26•
110.0
132.7.
110.0
180.7
53 -1/5'
93.2;:
03.2
110.0
120.0
19 -1/8'
110.d.
170.0
110.0
210.0
26-1/2'
110.0
123.3
110.0
177.3
37'
-3 /•
79,2.:
70.2
110.0
120.0
53-1/8'
53,7 '
53.7
108.1
120.0
19 -1/8'
110.0
170.0
110.0
210.0
28 -1/2'
96.1 •
95.1
110.0
189.7
37'
50 -5/8'
58,8 '
68.5
110.0
120.0
53 -1/8'
51.6 •
51.8
85.3
88.3
19 -1/6'
110.0 '
170.0
110.0
204.6
28 -1/2'
80.8
60.8
110.0
120.0
37'
B3•
46.2 _
46.2
110.0
120.0
63 -1/8'
42.0 ,.
42.9
81.3
61.3
19 -1 /6'
110.0
120.0
110.0
120.0
28 -1/2
74 -1/4'
75.2 -'
.78.2
110.0
120.0
37'
38.8 "... 38.8
00.0
90.0
I WDW. MOTH
WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ,180NE.
1/8' MP. GLASS
1 /8' ANN. CUSS
000 WIE'RLAYER
SAFLEX P4B
�i
►
3/4" INSULATED
GLASS TYPE '2A'
1/8' TEMP. GLASS
1/8' TEMP. CLASS
.090 INTERLAYER
SAtEX P19
•iIIiI1
I, 7`
T J
3/4" INSULATED
GLASS TYPE '3A'
1/8' ANN. CUSS
GE-L900
SILICONE
1/5' TEMP. GLASS
GE -1800
SR!CONE
SEE SHEETS 5 et FOR ANCHORS
4n01 DR. HUIMY0U44 FAR000
STR10TUROS
FL- PE t 18557
T 4 200]
APIROVE0 IS COMPLYING WITH THE
04 1 aiiIl
BY ITT r, i -
PRO. CONTROL 08410ON
BLTL COUP1114CE 0PFCE
ACCE?mANCENOOt - d 1%.oI
o3.
S
(shoe& 3A of 6)
PERFORMANCE VALUES OP NON - IMPACT RESISTANT WINDOWS
WOE COUNTY APPROVED IMPACT RLSTSTANT SHUTTERS REQUIRED
RIDER TO SHEETS 6 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '4'
GLASS TYPE '4A'
GLASS TYPE '6'k'6A'
WI01H
•00111
EX7. ( +)
1NT, (-)
EXT. (4)
INT. (-)
EXT. ( +)
1NT. (-)
24'
30'
38'
60'
81.7
01.7
81.7
81.7
110.0
172.9
60.7
89.7
69.7
69.7
110.0
147.5
57.7
57.7
61.7
81.7
110.0
130.5
24'
30'
66'
79.9
79.9
79.9
794
1100
160.0
87.6
67.6
87.6
87.6
110.0
143.2
24'
30'
72 "
76.4
78.4
76.4
76.4
110.0
166.0
64.4
64.4
88.0
88.0
110.0
139.8
24' .
78'
77.2
77.2
77.2
77.2
110.0
163.4
24'
84'
78.2
76.2
76.2
78.2
110.0
1813
24'
96'
74.7
74.7
74.7
74.7
110.0
158.1
19-1/8'
28 -1/2'
37'
63 -1/8'
26'
110.0
116.1
110.0
118.1
110.0
210.0
85.4
88.4
63.4
85.4
110.0
180.7
85.4
85.4
85.4
85.4
110.0
180.7
79.9
79.9
79.9
79.9
110.0
189.0
19-1/8'
26 -1/2'
37'
53 -1/8'
36 -3/6'
109.2
100.2
109.2
109.2
110.0
210.0
83.5
63.6
83.8
83.6
110.0
177.3
60.0
60.0
60.0
60.0
110.0
127.0
57.9
. 57.9
57.9
57.9
107.1
123.7
19-1/8'
26 -1/2'
37'
50 -5/8'
101.1
101,1
101.1
101.1
110.0
210.0
80.2
80.2
80.2
80.2
110.0
169.7
50.0
60.0
60.0
80.0
110.0
127.0
10 -1/8'
26 -1/2'
37'
63'
98.7
98.7
98.7
98.7
110.0
294.8
74.0
74.9
74.0
74.9
110.0
158.6
53.6
53.8
60.0
80.0
110.0
127.0
19 -1/5"
26 -1/2'
74 -1/4'
94.1
94.1
94.1
94.1
110.0
199.2
72.0
72.0
72.0
72.0
110.0
152.5
PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS
DACE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REOUIRED
REFER TO slims 5 AN0 8 FOR IBTALLITION DETAIL!
WINDOW DIMS,
G1428 TYPE '4'
GLASS TYPE '4A'
GLASS TYPE '6'&'8A'
W10TN
1400141'
EXT. (4)
1NT. ( -)
EXT. (4)
1141. ( -)
EXT. (4)
1147. ( -)
b3 "s .
38
92.5
92.6
924
92.5
110.0
195.8
74.0
74.0
74.0
74.0
110.0
158.8
81.7
61.7
81.7
61.7
110.0
130.5
61.7
81.7
61.7
81.7
110.0
130.5
81.7
61,7
81.7
61.7
110.0
130.5
61.7
61.7
61.7
61.7
110.0
130.3
87.7
67.7
81.7
61.7
110.0
130.5
24'
30'
36'
42"
48'
34"
42,
91.5
91.5
91.5
91.5
110.0
193.6
74,0
74.0
74.0
74.0
110.0
156.8
61.7
81.7
81.7
81.7
110.0
130.6
62.9
62.0
62.0
52.0
06.0
111.0
52.9
52.9
52.9
52.0
96.9
111.9
82.9
82.9
52.9
82.9
96.9
111.9
24"
30'
38" •
42'
48'
46'
87.1
67.1
87.1
87.1
110.0
184.4
74.0
74.0
74.0
74.0
110.0
158.8
61.7
61.7
61.7
81.7
110.0
130.8
62.9
62.9
82.9
52.9
98.9
111.0
48.3
48.3
48.3
48.3
8411
07.0
24'
30'
38'
42'
64 "
84.0
64.0
84.0
84.0
110.0
177.2
72.4
72.4
72.4
72.4
110.0
153.2
61.7
81.7
61.7
81.7
110.0
130.5
. 52.9
52.9
82.9
52.9
90.9
111.9
EXTRUDED GLAZING HEAD
OPTIONAL
1/4" ANN. GLASS
1/4' NOMINAL
GLASS TYPE '4'
3/18' ANN. MASS
3/16' ANN. CLASS
GE -1000 GE -1000 Gc -1000 GE -1000
SILLCONE � IA��I SIUCWE SIUCRIE Ib \,� 6IUC014E
3/4" OVERALL INSUL ANN.
ALT. GLASS TYPE '4A'
3/16" NOMINAL
GLASS TYPE '6'
3/16' MAP. CLASS
3/16' TUIP. CUSS
3/4" OVERALL 1NS0L. TEMP.
ALT. GLASS TYPE 'OA'
f"1'• DR. kuLA1TSU4 FAR000
STRLCIVRES
FLA PE i 16557
OCT 4 2001
APPRLK40 AS cost PLYIN3 WRHTHE
60UTH FIGIDOA : t
DA i I .l ll
BT
PR. . • • •- OMISIOV
613 .' < CODE COMPLIANCE OFFICE
MCCEPWICE NOS, 1 - Cf 117 .(nt
‘44 g
o0 g
FG "I
§ #
0
S i C4 4
w dA
8
a
d , ing no.
• 9 -10
oh.•. 4 ( B
INSTALLATION TYPE '1'
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOD
INSTALLATION TYPE '1'
TYPICAI INSTALLATION DETAIL
ON AL FOURAL FOUR SID�USING W00DW00D
TN TAT T.9TION CONTITTIONS (APPT TO AT.T, FOUR F[TTIVIS)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
wodo BUCK TYPE '1'
MATFRU!• PRESSURE TREATED
WOOD BUCK TYPE '3'
Jyy1TFRW: PRESSURE TREATED
3/16' TAPCDNS, 1 -3/8' EMBED
1/4' TAME/NS, 1 -1/8' EMBED
SEALANT
INSTALLATION TYPE '2'
TYPICAL INSTALLATION DETAIL
ON A F IR CID $,/,SING W000
• btiCK INSTALLATION OY OTHERS
INSTALLATION TYPE '4'
W000 BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
a�
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOQ
e 1/8'
MTN.
WOOD RUCK TYPE '2'
JAMMU PRESSURE TREATED
e 1/8'
WOOD BUCK TYPF '4'
.ldAIERW/ PRESSURE TREATED
Envy. bR, NUNAYOUN IAR000
STRUCTURES
FU. PE / 1615T
OCT 4 2001
ATTACHMENT TO
APPROVED MULLIONS
APPROVED AS COMPLYING WITN THE
6
S!Y
PR.. - OLDNISION
CCOE COLL4PUANCE . CE
ACCEPTANCE MOO I R • QL
3
1-
z
PERFORMANCE VALUES TOR INSTALLATION OF
ANCHORS TYPE 'A' 'e' OR 'C'
AMR TO $$CET 6 IM O2TNL9
WINDOW DIMS,
ANCHOR
TYPE 'A'
ANCHOR
TYPE 'R'
ANCHOR
TYPE 'C'
WIDTH
HEIGHT
24'
TYPE 'E'
198.0
220.0
220.0
30'
320.0
158.4
189.6
220.0
36'
220.0
132.0
158.0
184,0
42'
36'
105.6
:26.4
147.2
48'
1915
132.0
158.0
184.0
54'
220.0
113.1
135,4
157,7
50•
195.3
99.0
110.5
138.0
24'
139.9
158.4
189.6
220.0
30'
129.8
126.7
151.7
176.6
36'
r 220.0
105.6
126.4
147.2
42•
42'
90.5
• 108.3
126.2
48•
143.3
113.1
135.4
157,7
54
98.4
97.0
116.1
135.E
60•
209.9
84.9
101.6
118.3
24'
151.5
198.0
220.0
320.0
30'
108.5
158.4
189,6
220.0
36'
75.6
133,0
108.0
184,0
42'
48•
113,1
135.4
157.7
•, 48'
165.5
99.0
118.5
138.0
54'
118.5
84.9
101.6
118.3
60•
82.6
74.3
88.9
103.5
34•
169.7
203.1
220.0
30'
135.8 '7
163.5
189.3
36'
113.1
135.4
157,7
48•
54•
97,0
116.1
135,2
48•
84.9
101.6
118.3
54'
75,4
90.3
105.1
60'
66.0
79.0
92.0
E4'
148.5
177.8
807.0
30'
118,8
142,2
165.6
36'
99.0
118.5
138.0
42'
60'
84.9
101.6
118.3
48'
74.3
88,9
103.5
54'
66.0
79.0
92.0
60•
59.4
71,1
82.0
24'
176.0
210.7
220.0
30'
140.8
168.5
196.3
36'
117,3
140.4
163.6
40•
66'
100.6
120.4
140.E
48'
88.0
105.3
123.7
54•
78.2
93.6
109.0
60'
70,4
84.3
98.1
24'
158.4
189,6
220.0
30'
126,7
151.7
176.6
36'
105.6
126.4
147,2
•2'
7E'
90.5
108.3
126.2
40'
79.2
94.8
110.4
54'
70.4
84.3
98.1
60'
63.4
75.8
88.3
PERFORMANCE VALVES TOR INSTALLATION OT
ANCHORS TYPE 'I.' 'S' OR 'C'
REFER TO SMELT 9 MA DLTNIA
WINDOW DIMS.
ANCHOR
ANCHOR
ANCHOR
WIDTH
HEIGHT
TYPE 'A'
TYPE 'E'
TYPE '0'
19 - 1/8'
2204
320.0
eeo.o
26 -1/2'
214.0
220.0
220.0
37'
26•
175.5
210.0
620.0
53 -1/8'
160.0
1915
220.0
19 -1/8'
220.0
220.0
220.0
26 -1/2'
163.2
195.3
220.0
37'
38 -3/8•
• 116.9
139.9
162.9
53 -1/8'
108.4
129.8
151.1
19 -1/8'
220,0
r 220.0
220.0
26 -1/2'
167,1
200.1
2E0.0
37•
50 -5/8'
119.7
143.3
166.9
53 -1/8'
82.2
98.4
114,5
19 -1/8'
175.4
209.9
220.0
26-1/2'
126.6
151.5
176.4
37•
63*
90.7
108.5
126.4
53 -1/8'
63.1
75.6
88.0
19 -1/8'
191.6
220.0
220.0
26 -1/2'
138.3
165.5
192.7
37•
74 -1/4•
99,0
118.5
138.0
53 -1/8'
69.0
82.6
96.1
1.
PERTORM NCE VALVES FOR INSTILLATION OT
A6c6088 TYPE 'A' B
RUTA TO SMELT 6 FOR DET'AILB
WINDOW 001(3.
WIDTH
24'
30'
36'
42'
48'
54
60'
66'
72'
78'
24'
30'
36'
42'
48'
54'.
60'
66'
72'
24'
30'
36•
42•
48'
54.
60'
66'
78'
24'
30'
36'
42'
48'
54'
60'
24'
30•
36'
42'
48'
54
24'
30'
36'
40'
48'
24'
30'
36'
42'
48'
34'
30'
36'
42'
HEIGHT
78
84'
96'
108'
120
13E'
144•
156
ANCHOR
TYPE 'A'
144.0
115,2
96.0
82.3
72.0
64,0
57.6
52.4
48,0
44,3
165.0
138.0
110.0
94.3
82.5
73,3
66.0
60.0
55.0
141.4
113,1
94.3
I 80.8
70.7
62.9
56.6
51.4
47.1
148.5
118.8
99.0
84.9
74,3
66.0
59,4
154.0
123.2
102.7
88.0
77.0
68.4
198.4
126.7
105,6
80.5
79.2
144.0
115,2
96.0
82.3
72.0
148.5
118.9
99.0
84.9
ANCHOR
TYPE 'H'
170.4
137.9
114,9
98.5
86.2
76.6
60.9
66.7
57.5
53.0
197.5
158.0
131.7
112.9
98.8
87.8
79,0
71.8
. 65.8
169,3
135.4
110,9
96.7
84.6
75.2
67.7
61.6
56.4
177.8
142.2
118,5
101.6
88,9
79.0
71.1
184,3
147.5
122.9
105.3
92.2
91.9
189.6
151.7
126.4
108.3
94:8
172.4
137.9
114.9
98.5
86.2
177.8
143.2
118.5
101.6
ANCHOR
'L'YPS 'C'
200.7
160.6
133.8
114.7
100.4
89.2
80.3
73.0
66.9
61.8
230.0
184.0
153.3
131.4
115.0
102,2
92.0
83,6
76.7
197.1
157.7
131.4
112,7
98.6
87.6
78.9
71.7
65.7
207.0
165.6
138.0
118,3
103.5
92,0
82,8
214,7
171,7
143.1
122.7
107.3
95.4
220.0
176.6
147.2
126.2
110.4
200.7
160.6 ' .
133.0
114.7
100.4
207.0
165.6
138.0
118.3
A 3/16' TT P
INTO 20Y BUCKS OR WOOD STRUCTURES
1 - 3/8' MIN. EMBEDMENT
THRU IBY WOOD BUCKS INTO MASONRY
OR DIRECTLY INTO MASONRY
1 -1/4' MIN. MASONRY EMBED
1/4' TAPCONS
INTO 28Y BUCKS OR WOOD STRUCTURES
1 -1/2' MIN. WOOD EMBEDMENT
C = 1/4' TAPCONS
THRU W000 BUCKS INTO MASONRY
1 -1/4' MIN. MASONRY EMBED
ftO SMS
INTO APPROVED MULLIONS
B
WOW, WIDTH
AWL
WDTH ANO LENGTH 00AENSDNS CAN 80 ORIENTED
VERTICALLY 02140PoZONTALLY AS SHOWN A80 0.
ITAPCONS AS MANUFACTURED BY ELCO.1
F+ror STHU � MOW
FLA. PE / 16607
OCT 4 poi
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING C00E
DA
PRO • .• •OLDIV18101
BUILDING COMPUAI CEopmE
ACCEPTANCE NOtsI - CA 1.'{'O t
O
N
M
a
drawing no.
W99 -10
sheaf $ of 6
MIA MFDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Construction Glass Industries Corp.
7840 NW 62 Ave
Miami, Fl 33166
SCOPE:
This NOA is being 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 AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Aluminum Tube Mullion with #373 Framing Member
APPROVAL DOCUMENT: Drawing No. M95 -13, titled "Mullion Elevations and Details ", sheets 1 through 3,
prepared, signed and sealed by Humayoun Farooq, P.E., dated 1/16/02, 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.
TFRMIN : 1 I. I • • • . ' - - • .: . • • , te-or if there has been a revision or change in the
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
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 NOA # 99- 0227.07 and, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez.
NOA No 02- 0123.07
Expiration Date: April 26, 2007
Approval Date: March 21, 2002
Page 1
ait
•, Ir,T,vaa,taxw.17rcA,csan;tt
2.000
ai
4.000
STEP 1
212 _2
STEP 4
STEP 5
STEP B
373
FRAME MEMBER
•L • :. 1.
• • i • ■ J. • • • 4f -
SEE WINDOW OR DOOR APPROVAL •R FASTENERS SIZES AND SPACING
INSTRUCTIONS'
USE CHARTS AND GRAPHS AS FOLLOWS.
/ 373
FRAIL MEMBER
DEFEFMINE DESIGN LOAD REQUIRED AS PER ASCE 7 FOR
PARTICULAR OPENING.
USE DADE COUNTY APPROVED OLAIMO PRODUCTS
NEETINO ABOVE LOAD REQUIREMENTS.
USE CONNECTION 10 MULLION AS PER PRODUCT
APPROVAL
SPECIFY MAXIMUM SHM SPACING.
USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP I ABOVE.
USING ANCHOR TYPES ON SHEET 3. AND OR GRAPHS
ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIEC IN STEP 1 ABOVE.
2.000 3.000 -1,000
1.000
I
PRODUCT RENEWED
. AOCBI?ANCENo. N L• OLL?.o 7
£XPtRA11 001
or
PRODUCT CONT'R0L DIIRSION
BUILDING CODE COMPLIANCE OFFICE
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
.RECTAN(:U1 AR ALUMINUM TUBE MULLIONS
WINDOW FRAME MFMBFR #373 INCLUDED
IN PROPERTIES
NOTES;
1. ALL GLAZING PRODUCTS USED WRT1 THESE MULLIONS MUST
MEET THE APPLICABLE DADE COUNTY REQUIREMENTS
I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY
RESISTANCE. SAFEGUARDS ETC.
2. WALL ANCHOR COVERING (STUCCO.. T1LE ETC.)
SHALL BE BEYOND
3. ANY CONDITIONS NOT COVERED IN THIS SUBMIT+U. SUBJECT
TO SEPARATE ENGINEERING RENEW.
1. ALL MUWONS TO BE ALLOY 600.7 -18.
En•r. OR. HULA) IN W 0'
51RU271.2 S
FVK Pr 0 10001
JAN 1 7 2002
O
O S
y
U � ^
0 3 8
O m _
:a
:AO
r o
vh; to
D I
i N2
drawing no.
M95-1 3
(sheet 1 of 3
ANCHORS
MK &AC OR Di
RO lC
VERTICAL
NULLON
GLAZING
PRODUCT
wI
TRIBUTARY WIDTH = w1 + wz
2
ANCHORS
TYPE A,B,c OR 0
t -"�C O D I
W2
CIAZMO
PR000CT
OWING
PRODUCT
MULLION SPAN i
IORRRITAL MULLION
a
[ANCHORS
&AC OR 0
4 .
rg W
20
aelra-MLILL10.111g313AIDEMELIIS
MULLION L AO CHART
25 30 35 40 4.5
TRBUTARY 1110 H - INCHES
ANCMOM LOAD MAID'
»11 TYPE A
—
�,__� r J..1.....
MMOR 7'f.'mEELS-. m..m
ummi .■......
mommummummimmomm
EMMEN
►..IMMI.......E.
OMMIMM.......
WIMMMa.......E■
MIIIIMMINIMMUNIMMOM
UMWOMMOMmommus
►aUMMUM.......
MMNOIMMIMMINIMM
WOOMMISMMEMMUM
wmummmammairia
■N5s\►\.I•SC =
MUMNSONN=MI..
20 30 40 50 60 70
TRIYUTg0Y 4IDT4 . IND.=
PRODUCT RENEWED
NOTE: LOAD CHARTS ARE BASED ON TRAPEZOID LOAD DISTRIBUTION.
ACCEPTANCE NI 0 L -ea Z3 '07
EXPIRATION DA
DT
LDIUISION
DUIIDINO CODE COMPLIANCE0
f x 2 MULL TOME
50
b
0
EI
IA
55
.r
1 x 3 r%M.
Ofnf 12
4 SPAN
ANCHOR
LOAD
25 30 3S 40 45 50
TROUTARY WIOtH - INCHES
044707
80 20 30 40 50 60 70
TNIOUTADY 4.074 . INCKO
MULLION LOAO CHART
ummiumammumumn
munimmEmmormim
umummummommilm
MILIMMINEMMMIIMMM
MMIMIMMIMNIMMEM
KNNINIIM..MM....
IIMMMINIMMEMICEMNIN
NIMMUMMM.....NI
■EE► MUMNIMM■..■
..ONINIU ..NI...
MMINWINM \`UMMOOMEN
MINOMINUMMNIMMIM
. ■..MAMA PO\..
MINUMMINMOZNEMIN
■. ■...MOUOMMIS
mmINImmEMINMONIMM
MUUMUUS=
I.......
ANQ1ORS TT4C D
60
b
`If
d.
I9
20
5 5
ANCM070 LOAD GMAT
IMMUNI..\...
IIIMUMMUMOSIM
IMOV
\\\M.\M..
MUMMEMINEIN
MMWMOMMUM
.\7 \! ':Ei\..
MIIIMMOMMMIN
MNIMMIANUMNI
NIMMUMMINMINI
• ANC1045 TTPC 0
30 40 50 60 70
70.20U14AY 4I074 - 244GK0
111
111\•i1111`ii
viii∎
20 2 35 . 40 45 50
788074RY WIOTH • 1NCN5S
N
00 CO 370 40 50 60 70 80
'Te20UT44Y 40074 . 2NG
En9r. 0R. N'JwMUN T /x003
S1747J URS3
AA. PCP 75357
JAN 1 7 2002
MULLION LOAD CHART
ANCHOR
LOAD
CMMT
SPAN
5S
MmIMMIONM
MIN INURMI MMIMr.
I I uk''1....INIM.
MMMMMMMMMMMM
MmalmMimmmi
MMI\..\NI.MIMM
MINNOMMMM
MMUMMIMMOIMMIN
MWOMMMIMMIMOM
AMMIMMICRIMMOM
MOMMUMMEMININOM
NOMUOMMUMNIMM
MWVOOMMINIMMIM
H \ \A\INSMIN.
Imm\et= =o ff
ANpIDR7 TTrI D �,_ -
(3heet?of .3
ti
.1
n
a
1
drawing no.
M95 -13
:.. A C!PT?.C..v. . 02- 0r LS .01
tYP1P.Ar..::1 DA ,: Afp. l .01
PY
W001) BUCKS NOT BY C.G.I. MUST
SUSTAIN LOADS IMPOSED.
MULLION
• I/16 X 1 -3/4' TAPCO
2/ PLAT
ANCHORS TYPF 'D'
ALUM PLATE
ALUM CHANNEL
3/4 X 1 -3/4 X 3/4 X IN
LENGTH TO CLOSE FR INSIDE TUBE
/
12 X 3/1' S.M.S. (4)
CONNECT PLATE TO CHANNEL.
TRIM W000 BUCKS
TO INSTALL ANCHORS
TUBE MULLION
1X2, 123. 124
3/18' % 7 -3/4'
TAPCONS
1/8' THICK ALUM PLATE
eveva
Owner s
h�GAtvll SH_■:RES VILA. GE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date
Name and Address -��� 41/
%E!t! X,V v. .; 75 NA) 25" Sr:
Registered Architect and /dt Enfimee)
Name and address of licensed contractor -5 1 9
Location and legal ascription of lot to be built on: �r
Lot Block / Subdivision . /s7,eL
Street and Number where work is to be done /RE N e /00 Sr
/J
State work to be done and purpose of building (by floors) r/ r rwc
CAOLD Dom) 60 kV 7TP 7;
Disapproved Dat {i
( Signed) - -
B ilding Inspector
Chairman
Member
Member .. ....
Council Approved
NOTE: A charge of $1.00 will be made for
the Planning Board.
A re- inspection fee of 51.00 will be charged
materials and /or workmanship.
Date Disapproved
No /2J`
SE
® Uo9Pe.
New Building Remodeling . Addition Y Repairs No. of Stories
To be constructed of iggref -i Kind of foundation Roof ring % 1 Li444
Estimated Total cost of improvements $ 1://0 Amount of Permit $. --
2/
Street
Zone cubage required Plan Cubage
Distance to next nearest building. Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcopjractors, on wprk to be perJ,rmed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
d
making corrections or changes to this application after approval
when such re- inspection is made necessary by improper notice
and for no other purpose.
STATE OF FLORIDA,
COUNTY OF DADE. Ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date. - -- 7 — b ` Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
PLANNING BOARD DATE
Member
Member
Member
Date
has been obtained from
for inspection or faulty
/ 4'7 5V
• - •
zlY
9 '17
•
1/ 6 N s / Ill 8
11
IITT
ist