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WS-18-1636Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit NO. WS-6-18-1636
Permit Type: Windows/Shutters
cork Ciassification: Window/Door Replacem
Permit Status: APPROVED
Issue. Date: 6/ 14/2018
Expiration: 12/11/2018
Parcel Number
Applicant
5 NE 96 Street
Miami Shores, FL 33138-
1132060130820
Block: Lot:
EVELYN CAMPOS
Owner Information
Address
Phone
Cell
EVELYN CAMPOS
5 NE 96 Street
MIAMI SHORES FL 33138-2723
(786)457-1325
Contractor(s)
PRESTIGE WINDOWS & DOORS (305)820-5999
Phone
Cell Phone
Valuation:
Total Sq Feet:
$ 23,721.00
0
Type of Work: REPLACING 15 WINDOWS AND 3 DOORS TO
No of Openings: 18
Additional Info:
Classification: Residential
Scanning: 4
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$14.40
$4.20
$2.80
$4.80
$280.00
$12.00
$19.20
$337.40
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-6-18-67931
06/14/2018 Check #: 4252 $ 337.40 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate an
construction and zoning. Futhermore, I authorize the above -named contractor to c
hat all work will be done in compliance with all applicable laws regulating
he wo c st d.
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
June 14, 2018
Date
June 14, 2018 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-306471 Permit Number: WS-6-18-1636
Scheduled Inspection Date: September 13, 2018
Inspector: Naranjo, Ismael
Owner: CAMPOS, EVELYN
Job Address: 5 NE 96 Street
Miami Shores, F
3138-
Project: <NONE>
Contractor: PRESTIGE WINDOWS & DOORS
Permit Type: Windows/Shutters
Inspection Type: Window Door Attachment
Work Classification: Window/Door Replacement
Phone Number (786)457-1325
Parcel Number 1132060130820
Phone: (305)820-5999
Building Department Comments
REPLACING 15 WINDOWS AND 3 DOORS TO IMPACT
Intractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid
September 12, 2018
For Inspections please call: (305)762-4949
Page 18 of 42
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
RBUILDING ❑ ELECTRIC ❑ ROOFING
Master Permit No.
Sub Permit No.
❑ REVISION ❑ EXTENSION
VE
RN1,42Q1
FBC 20I-1
� S t 6—Ilp3Sc'
❑PLUMBING ❑ MECHANICAL Et PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION
CONTRACTOR
JOB ADDRESS: 5 NE 9 (, S
City: Miami Shores County: County: Miami Dade
Folio/Parcel#: 1 4-3QOG O 4 -a galo Is the Building Historically Designated: Yes
Occupancy Type: Load: Construction Type: Flood Zone: BFE:
OWNER: Name (Fee Simple Titleholder): EVeiV in Ca rYVPS Phone#: 4 o 'r ✓ T 13as-
Address: 5 N f ct 6 SI
City: M 1O i)1 1 J 1,1 ZYYe' .S State: (v`-1 d Q Zip: 61325
❑ RENEWAL
❑ SHOP
DRAWINGS
Zip:' I38
Tenant/Lessee Name: Phone#: •
Email:
NO
FFE:
CONTRACTOR:.�Co�mpany Nam�e::C("41\tV)U 1Y\C �S <
WS
Address: 5>J U FL&J 1.6%1 OJT
City: I C( )'f 1I State: F!6%idq �7
Qualifier Name: Ojn')tl°h.C( SCZ7Q Phone#: �(75. g� ( Q
State Certification or Registration #: Q On r1 ‘:78' Certificate of Competency #:
DESIGNER: Architect/Engineer: E110 1 nee'} Y)9J 1 �Xps'rrCS Phone#: Z J7 -OSq 066'0
Address: 10Oa S 1� .7 ''1-e_ & j 106 City: r(Jd 2C tate: 1 Zip:3 f ,
Value of Work for this Permit: $ 2-3/Ia1
Phone#: 3105'22i0 1 (1''
Square/Linear Footage of Work:
Zip:
33014
Type of Work: D. Addition El Alteration El New I< Repair/Replace n Demolition
Description of Work: �- QG nod /-cJ I ncU S gc 3 dc0 Cs to ; O pa
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
GO
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
L- �.1
DBPR $ (I, Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 31 . ��
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. 1 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 ELECTRIC, PLUMBING, SIGNS, ,POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of s posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
14 day of i' t�i--1/ , 20 q , by
Vi CQ k 4YS , whr�'a personally known to
me or who has produced /- as me or who has produced
identification and who did take an oath. identification and who did take an
NOTARY PUBLIC:
NOTARY PUBLIC:
Sign: Sign:
•
Print: , # � _ W _ Print:
Seal: P Notary Public State of Florida Seal:
Jessica Gonzalez
v Q My Commission GG 107252
Or op Expires 05/23/2021
Signature
•NTRACTOR I.
The foregoing instrument was acknowledged before me this
1 day ofp�'1 ,20 I$ ,by•
Cr/Si SCtZO, who is personally known to
as
Lid MIL
WW1_ _PIAMPIPPIPP
Allifisammanatrimia
o ry -u• tate of Florida
th.
Jessica Gonzalez
it My Commission GG 107252
‘os, Expires 05/23/2021
***************************** . ** * l�` :****************+K#,k**************** **********************+F**7 ***
APPROVED BY Plans Examiner Zoning
Structural Review
Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement
Qualifier
ner Si
aris6a 5cavt,c22.6
Date Print Name
ks Notary Public State of Florida
• Jessica Gonzalez
My Commission GG 107252
Fd Expires 05/23/2021
Property Search Application - Miami -Dade County
3/28/2018
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-013-0820
Property Address:
5NE96ST
Miami Shores, FL 33138-2723
Owner
EVELYN A CAMPOS
Mailing Address
5 NE 96 ST
MIAMI SHORES, FL 33138-2723
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
2 / 1 / 1
Floors
1
Living Units
1
Actual Area
1,889 Sq.Ft
Living Area
1,423 Sq.Ft
Adjusted Area
1,626 Sq.Ft
Lot Size
9,750 Sq.Ft
Year Built
1950
Assessment Information
Year
2017
2016
2015
Land Value
$243,639
$243,639
$185,196
Building Value
$113,170
$113,170
$113,170
XF Value
$1,265
$1,265
$1,012
Market Value
$358,074
$358,074
$299,378
Assessed Value
$117,453
$115,038
$114,239
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$240,621
$243,036
$185,139
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (Le. County, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
S1/2 LOT 13 & LOT 14 BLK 6
LOT SIZE 75.000 X 130
OR 15933-1648 0593 4
Generated On : 3/28/2018
Taxable Value Information
2017
2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$67,453
$65,038
$64,239
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$92,453
$90,038
$89,239
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$67,453
$65,038
$64,239
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$67,453
$65,038
$64,239
Sales Information
Previous
Sale
Price
OR Book -
Page
Qualification Description
05/01/1993
$0
15933-
1648
Sales which are disqualified as a result of
examination of the deed
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
RESTIGE
WiNi)OWS & IXDORS
Job Name:
Campos Residence
5 NE 96.St.
Miami Shores, F1.33138,
Mark
Size
Sq.Ft.
Type
Noa
Noa Press
Cale Press
1
36" x 80"
19.8
FD
16708.1
- 65,+65
-41.6/+3 8.2
2
37" x 63"
15.75
Fixed
17-0918.07
-80/4-80
-41.6/+38.2
3
30" x 80"
16.5
FD
16708.1
-65/+65
-41.6,+38.2
4
53" x 38.3"
13.2
HS
17-0918.09
-65/+65
-41.5/+38.2
5
74" x 63"
31.5
HS
17-0918.09
-65/+65
-39.8,+36.4
6
35" x 81.8"
19.72
FD
17-1226.05
-80/+80
-41.6/+38.2
7
37" x 50.5"
12.75
Fixed
17-0918.07
-801+80
-50.01+38.2
8
37" x 50.5"
12.74
Fixed
17-0918.07
-80/+80
-50.0/+38.2
9
74" x 50.6"
25.5
HS
17-0918.09
-65/+65
-47.9/+37.2
10
37" x 38"
9
HS
17-0918.09
-65/+65
-43.4/+40.1
11
37" x 38"
9
HS •
17-0918.09
-65/+65
-43.4/+40.1
12
74" x 50.6"
25.5
HS
17-0918.09
-65/+65
-47.9/+37.2
13
37" x 50.6"
12.75
Fixed
17-0918.07
-80/+80
-50.0/+38.2
14
37" x 50.6"
12.75
Fixed
17-0918.07
-80/+80
-41.6/+38.2
15
26" x 53"
10.5
Csrnt
17-0918.11
-77.9,+74.9
-43.4/+40.1
16
59" x 63"
25.7
Fixed
17-0918.07
-48/+48
-40.6/+37.2
17
26" x 63"
10.5
Csmt
17-0918.11
-77.9/+74.9
-43.4/+40.1
18
37" x 63"
15.75
Fixed
17-0918.07
-80/+80
-41.6/+38.2
171 .16 .115
1" x 4" Mull
Noa 18-01.29.08
-
14 13
•• • • • • • • • • ••
• • •
• • •
• • • • • • • • • • • •
• ••• • ••• • t
• • • ♦ • • • • •
• • • • • • • • • • •
• • • • • • • • • ,o •
• • • • • • • • • •
• • • a • • •
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• • • • • • • • • •
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0•• • • • •i^ • 0 •
01/09/2018 - 12:09pm inteml
V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING
INTERIOR ZONE4 PRESSURES
Mean
7 Roof
DESIGN PRESSURES (PSF) - Z • E 4
Tributary Area (Sq Ft
_ -
Height
10
20
30
40 11
. 5d,
0 -15 ft
`-43.4
-41.61
• -40.6
-39.S
+40.1
+38.2
+37.2I
+36.4
3 9-
18 ft
-45.1
-43.3
-42.2
41.4
-40,
+41.6
+39.7
+38.6
+37.9
+37.3
20 ft
-46.2
-44.2
-43.1
-42.3
-41.7
+42.6
+40.6
+39.5
+38.7
+38.1
25 ft
-48.4
-46.4
-45.2
-44.4
-43.7
+44.6
+42.6
+41.4
+40.6
+39.9
30 ft
-50.3
-48.2
-47.0
-46.1
-45.4
+46.3
+44.3
+43.0
+42.2
+41.5
35 ft
-51.9
-49.8
-48.5
-47.6
-46.9
+47.9
+45.7
+44.5
+43.6
+42.9
40 ft
-53.4
-51.2
-49.9
-49.0
-48.3
+49.2
+47.0
+45.7
+44.8
+44.1
45 ft
-54.8
-52.5
-51.1
-50.2
-49.5
+50.5
+48.2
+46.9
+45.9
+45.2
50 ft
-56.0
-53.7
-52.3
-51.3
-50.6
+51.6
+49.3
+47.9
+47.0
+46.2
55 ft
-57.1
+52.7
-54.7
+50.3
-53.4
+48.9
-52.4
+47.9
-51.6
+47.1
60 ft
-58.2
-55.8
-54.3
-53.3�
4
- 52.6L
+53.6
+51.2
+49.8
+48.
(+4 `y
INTERIOR ZONE
I-
EXTERIOR ZO
EXTERIOR ZONES PRESSURES
_Mean
tight
C,15ft
18 ft
20 ft
25 ft
30 ft
35 ft
40 ft
+40.1
-55.7
+41.6
-57.0
+42.6
-59.7
+44.6
-62.1
+46.3
-64.1
+47.9
DESIGN PRESSURES (PSF) - ZO E 5 SiD
Tributary Area (Sq Ft) 3
10 _20 30 40 50
-46.4 -45.2
+36.4 +35.9
-48.2 -47.0
+37.9 +37.3
-49.3 -48.1
+38.7 +38.1
-51.7 -50.4
+40.6 +39.9
-53.7 ,5 .4-.-
1442,,2= f+41 ENERAL NOTES:
-65.9
+49.2
-53.6
'+38.2
-52.0
+39.7
-53.1
+40.6
-55.7
+42.6
-57.9
+44.3
-59.8
+45.7
-61.5
+47.0
r-47.9I
+37.2
-49.8
+38.6
-50.9
+39.5
-53.3
+41.4
-55.4
+43.0
-57.3
+44.5
-58.9
+45.7
WIND VELOCITY = 175 MPH
EXPOSURE 'C'
ENCLOSED STRUCTURE, FLAT TERRAIN
45 ft
-67.6
+50.5
-63.0
+48.2
-60.4
+46.9
50 ft
-69.1
+51.6
-64.4
+49.3
-61.7
+47.9
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M N ROOF
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST
HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION.
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF
REQUIRED.
55 ft
r
m
z
a
MEAN 2
ROOF
HEIGHT
ELEVATION
VIti-LISdW-00
COPYRIGHT ENGINEERING EXPRESS®
REMARKS
DRWN CHKD DATE
INIT ISSUE
GSS TSB 03/05/12
REV- ADJUSTED HEIGHTS
GSS
TSB
04/09/12
REV 2014 FBC
DGM
TSB
06/10/15
UPDATES, 2017 FBC
FLB
FLB
12/17
THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS,
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT
WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS.
ADDITIONS, OR OTHER MARIONGS TO THS DOCUMENT ARE NOT
PERMITTED AND INVALIDATE OUR CERTIFICATION.
f
-70.5
+52.7
-71.8
+53.6
-65.8
+50.3
-67.0
+51.2
-63.0
+48.9
-64.1
+49.8
GHT EXPLAINED
PEAK ROOF
HEIGHT
MEAN
ROOF
HEIGHT
t�
a
ISOMETRIC
44.,,
-58.5
+45.9
-59.8
+47.0
-61.0
+47.9
-62.1
+48.8
-57"t14
+45.2
-58.3
+46.2
-59.5
+47.1
-60.6
+48.0
COMPLEX
CORNERS
INSTRUCTIONS FOR TABLE USE:
�1. IDENTIFY THE ZONE OF THE OPENING,d4 N7ELLIOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE
URE BELOW LEFT OR INFOR ON -PROVIDED 70`ri
1.1. ANY QUESTIONABLEOP -TO-BE-CON
H DENTIFY THE BUILDING META I�K OOE HEIG T FROM THE LOWEST GROUND ELEVATION. IF
MEAN ROOF HEIGHT CANNOT FI D, QSI TH PEAK (HIGHEST) ROOF HEIGHT.
2.1. ALWAYS ROUND UP R F Hem TO NEXlf T E VALUE.
g2. VALID FOR ALL ROODS EFOR SLOPES °,EE AN ENGINEER FOR REDUCTIONS.
CALCULATE THE TRIBUTARY ARES - 'PE N IN U STION AS THE GREATER OF (HEIGHT
WIDTH) OR THE SPAN LENGTH (HEIGHTr-AN FrEEGfIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3).
3.1. USE THE AREA BETWEEN STRUCTU -OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS, COLUMNS, ETC.
3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
(10 SQUARE FEET) SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
I ACCORDANCE WITH CODE.
5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF
1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
MRH 60'
BASED ON Kd = 0.85
MRH = MEAN ROOF HEIGHT
(SEE BELOW)
SETABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10
CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN.
%2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED.
:WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS
'THAN THE RATED LIMITING WIND VELOCITY ABOVE.
:TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA.
4. INTERNAL PRESSURE COEFFICIENT (GCp1=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT.
HVHZ = HIGH VELOCITY HURRICANE ZONE.
6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT.
8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE
TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE
DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR
APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN.
10. THIS SPECIFICATION DOES NOT FFER-A RODOL-PAP CERTIFICATION. REFER TO ANY SEPARATELY
SUBMITTED TEST CRITERIA AND OTH�Ot"IPPR FOR-DESIGNi STALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IS TO BEVE 'tjER ACCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT PR ECMEL'10RD NCES.
12. NO CERTIFICATION IS OFFERED'FO- EGR HOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVIDE ER `tea DDITI �A�'. ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
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6TH EDITION FLORIDA BUILDII% CQD'E
2017
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ASCE 7-10, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING •
MASTER PLAN SHEET • •
- - •
• •• •
ASCE 7-10 "' •
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INEERING
RESS®
CORPORAre OPPICe:
• 1g0 SW 12th AVENUE, SUITE 106
• • L?& i(F:ELD $EACH, FL 33442
• • • �:(954) 354-9660 F: (954) 354-0443
•• • •
• Zt AUTM 49846
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ENGINEERINGEXPRESS.COM
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1
-50.01
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGI Windows & Doors, Inc.
10100 NW 25 Street
Miami, Fl. 33172
SCOPE:
MIANII—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
....
•
This NOA is being issued under the applicable rules and regulations governing:the, tie of ctifittuction
materials. The documentation submitted has been reviewed and accepted by Miami-Daade Cain! RER-
Product Control Section to be used in Miami -Dade County and other areas where afloifved by the 'Authority.
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miartiir CotQttq•Ffoduct
Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miaiiiv-.Dade County reserve
the right to have this product or material tested for quality assurance purposes. Ifitliie•productr ..material
fails to perform in the accepted manner, the manufacturer will incur the expense of vntt testing andthe AHJ
may immediately revoke, modify, or suspend the use of such product or material •within their Ligigliction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dads County Product Control'
Section that this product or material fails to meet the requirements of the applicable Building code' • •
This product is approved as described herein, and has been designed to comply with the FIoricTa Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "Sentinel 120" .Aluminum Horizontal Sliding.Wiiidaw--L.M.I.
APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding
Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H"
dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration
date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, 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 NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
•
•
•
.
•
.
MIAMI-DADE COUNTY
APPROVED-
'NOA No.-17-0918.09 ---
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
Page 1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.'s 10-0510.12 and 15-0512.05)
2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz; Sliding
S.M.I.)", sheets 1, 1.1,2,2.1,3,3.1,4 through 11 of 11, dated'03129/10 wi hiwvision ••
"G" dated 05/02/16, prepared by Al-Farooq Corporation, signedaxpl sealed.By:Javad
Ahmad, P.E. •
.... . .
. .
....
.
B. TESTS ....
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94. • • .. • ..:.
2) Unifoiui.Static Air Pressure Test, Loading ger, ir, TAS 202-94 •;
3) Water Resistance Test, per FBC, TAS 202-24 •
4) Large Missile Impact Test, per FBC, TAS 210•%�i • • • . . .
5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 • •. •. •
6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a series Sentinel 120
aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test
Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel,
P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series fixed window, to
qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating
glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056
WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under previous NOA No. 15-0512.05)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series project out
window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under previous NOA No. 15-0512.05)
•
• •
orge M. Plasencia, P. E.
Prod ct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
E-1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a• series alurrittuir fixed
window, to qualify DuPont "Butacite" PVB interlayer, Durasea.liVai3d Super Spacer®
insulating glass spacer, prepared by Certified Test Laboraterit •Test deport No.
CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh'Cyate1, P•.E.
..•. .
(Submitted under previous NOA No. 15-0512.05)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
2) Unifoini Static Air Pressure Test, Loading per H C, TAf:202-94
3) Water Resistance Test, per FBC, TAS 202-9r•:•: •
4) Small Missile Impact Test, per FBC, TAS 2:01-949 .
5) Cyclic Wind Pressure Loading, per FBC, TAS 20V-94 •. • • •
6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 • • • • • •
along with marked -up drawings and installation diagram of a series "Sentinel"
aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC,
Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P. E.
(Submitted under NOA No. 10-0510.12)
•...
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC
Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised
05/11/16 , signed and sealed by Javad Ahmad, P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
E--2
5th
on
ge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
....
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chepiicaj Comppepy.A)
for their "Saflex Clear and Color Glass Interlayers" dated 0619714, exp.riii.on . •
•
05/21/16. • • •
•
F. STATEMENTS
••••
. .
• • • • •
.
. •
1. Statement letter of confounance, of complying with FBC 5th Edition (2014).and of no.:.. •
financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed. arid sealed
by Javad Ahmad, P. E. . .. •
2. Laboratory compliance letters for Test Report No. CTLA-33062 ', dat e1.4407/15
issued by Certified Test Laboratories, signed and sealed by Rafx141h.t. Pate1,P. E. .
3. Testing Proposal issued by the Product Control Section, dated 04/08/1•signed by
Jaime Gascon, P. E., Section Supervisor.
4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated
03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all
issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E.
(Submitted under previous NOA No. 15-0512.05)
5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by
Jaime Gascon, P. E., Section Supervisor.
(Submitted under previous NOA No. 15-0512.05)
6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by
Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P. E.
(Submitted under NOA No. 10-0510.12)
G. OTHERS
1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their
Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on
08/20/15 and expiring on 09/22/20.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./
S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision
"H" dated 09/05/17, prepared by AI-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
E-3
orge M. Plasencia, P. E.
Prdduct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
•
.•
•
.
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. None.
C. CALCULATIONS
1. None. • •....•
• . •
•.• . ...• .
•
•
•
•
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources. R). •
.•
E.
• • • • • .
MATERIAL CERTIFICATIONS ....
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, fnc. fir
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlay$1-§rccated 01/19/17,
expiring on 07/08/19. •
• •
•
•
•
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amelia, tnc. fo;the.ir
"SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on47,4114/18.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 09/07/17, expiring on 12/11/18.
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
.
F. STATEMENTS
1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition
(2017), dated 08/30/17, issued by A1-Farooq Corporation, signed and sealed by Javad
Ahmad, P. E.
G. OTHERS
1. This NOA revises NOA #15-0929.13, expiring on 09/22/20.
orge M. Plasencia, P. E.
Prgduct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017.
E-4
.
1 1 1 "
�'�� �`�` "".•,.,,.
FLANGE WIDTH
5" MAX.
7YP
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HEAD/SILL
5 5
MTG. STILE
63"
FLANGE HEIGHT
58 1/2"
D.L OPG.
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32 7/8"
32 7/8"
ADDL. ANCHOR READ.
AT CENTER OF ALL PANELS
OPTIONAL
D.L OPG.
36 3/8"
D.L OPG. FIXED 0R OPERABLE
ABOVE 30" PANEL WIDTHS
AT HEAD/SILL
C FLANGE -&-FLANGE ADAPTOR FRAME
110"
5 1/2"
MAX.
HEAD/SILL
x
0
FALSE MUNi1N5
(SURFACE APPLIED)
OPTIONAL
BUCK WIDTH
5" MAX.
III...... TYP.
MTG. STILE
13 5/16"
MAX.
HEAD/SILL
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32 7/8"
D.L OPG.
36 3/8"
VENT WIDTH
32 7/8"
D.L OPG.
FIN FRAME
110"
5 1/2"
MAX.
BUCK WIDTH
5" MAX.
HEAD/SILL
TYP,
Al
MTG. STILE
m
BUCK HEIGHT
58 1/2"
VENT HEIGHT
55 3/4"
a
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FALSE MUNTINS/
(SURFACE APPLIED)�
32
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7/8"
; I
32 7/e'
READ.
ADOL ANCHOR READ.(SURFACE
AT CENTER OF ALL PANELS
OPTIONAL
D.L OPG.
a 36 3/8_
D.L. OPG. FIXED OR OPERABLE
ABOVE 30" PANEL WIDTHS
AT HEAD/SILL
EQUAL LEG FRAME
SERIES SENTINEL 120
ALUMINUM HORIZONTAL SLIDING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H.R./H.R. 0R HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY
APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS
IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE STSIEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS CF THE 2014 (5TH EDRION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTAIIIIPSP••
ACb•A: S W •ON RT LS• �.r•�i
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED'EME�A 'NT�O ;ASC •,:
MATERIAL SHALL BE BEYOND WALL DRESSING OR SITS 0. • • • • • • • •
A LOAD DURATION INCREASE IS USED IN DESIRN OF ANCHORS•�•TTOSNOC) CSLY.• •
•
ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AIJD•N�N-COI RESSIPLE. • • • •
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLO•R�IDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERILC]•�AI100 gOT P (jE UINFACT,AtfrON •
OFRA sat SPECIFIC STRUCTURE RECEIVING JTH S PROD AND 4AALINC♦OF IS IQD:OPEPNAG FO• •R • •
WATER INFILTRATION RESISTANCE ETC ��'"''''
•
CONDITIONS NOT SHOWN IN THIS 0R 54LLri• ARE tCPBE ANALYZE SEP ELY, • • •
AND TO BE REVIEWED BY BUILDING OFFICIAL. -
w
0
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Oa
e 09/22/2020
By i
M1aml e Product Control
LAMINATED GLASS
INSULATING LAM. GLASS
LARGE MISSILE IMPACT
•MALL MISSILE IMPACT
•
• •
• •
• •
• •
•
COMP—ANL\W10-03CGI
FAX. (305) 593-6592
0
N0 CHANCE TAS SHEET
8
6
B
5
`8
B
S
0
date: 03-29-10
drawing no.
W10-18
sheet 1 of 11)
• • • • •
• • •
• • •
• • • •
• •• ••
• • • • •
• • • • •
• • •
• • • •
• • •
• • •
• • • •
• •
• •
• •
• • •
•• ••
111"
�� �•••,� v��•r.�•••
MAX.
FLANGE WIDTH
5'
HEAD/SILL
Typ.
5
5
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MTG. STILE
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_IL
5
)
II
5
—/
6
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19
—
_
—
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FALSE MUNs /
(SURFACE APPLED)
24
1/2"
AOOL. ANCHOR RE00.
49 5/8" \� AT CENTER OF ALL PANELS
OPTIONAL
D.L. OPG.
28"
D.E. OPG. FIXED OR OPERABLE
ABOVE 30' PANEL WIDTHS
AT HEAD/SILL
FLANGE & FLANGE ADAPTOR FRAME
110"
5 1/2"
MAX.
HEAD/SILL
FALSE MUNTINS
(SURFACE PPUED)
TIOL
v
5" MAX.
TYP.
MTG. STILE
BUCK WIDTH
13 5/16"
MAX_
HEAD/SILL
III
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24 1/2"
D.L OPG.
28'
VENT WIDTH
49 5/8"
D.L OPG.
FIN FRAME
6)
0
110"
5 1/2"
MAX.
FLANGE WIDTH
5" MAX.
HEAD/SILL
TYP.
® -14 MTG. STILE'
NO
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(SURFACE APPLIED) —
24
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ADDL. ANCHOR REDO.
49 5/8" \\�AT CENTER OF ALL PANELS
0.l. OPG. �LLL FIXED OR OPERABLE
ABOVE 30" PANEL WIDTHS
AT HEAD/SILL
OPTIONAL
D.L OPG.
28•
•• • • •
• •
•
•• •••
EQUAL LEG FRAME
• • • • • ••
•
• e
•• • • • ••
PRODUCT REVISED /�
as complying with the Florida
BuildingCode
• • •
• ••• •NDA�•• 77.0t • 9r8.09♦ •
• • •
• • _ • gyratio•Date 9,24029 •
• • • • • ._ •
• • • • • By •
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70592
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COMP-ANL\W10-03CG1)
SERIES SENTINEL 120 ALUM HOE. SLIDING WUW. (LM.L/S.M.L)
FAX. (305) 593-5502
REV. PER RER COMMENTS
8
a
drawing no.
W10-18
sheet 1.1 of 11
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
10,11 .•__
r 12
DESIGN LOAD CAPACITY - PSF
(XO 0R OX SIZES)
STD. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
GLASS TYPES
FLANGE DIMS.
BUCK DIMS.
'A'k'A1', '8'k'81'
'B' lc 111'
WIDTH
HEIGHT
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(4)
INT.(-)
26-1/2'
25-1/2"
65.0
65.0
80.0
90.0
37"
36"
65.0
65.0
80.0
90.0
53-1/8"
26"
52-1/8"
25.
65.0
65.0
80.0
90.0
74'
73"
65.0
65.0
80.0
90.0
26-1/2"
25-1/2"
65.0
65.0
80.0
90.0
371_
36"
37-3/8'
65.0
65.0`
180.0
90.0
53-I/8"
38 /8.
- - 1
52-1/8"
(
65.0
65.0
I80.0
90.0
- 74" `
73'
65.0
65.0
" 80.0
90.0
26-1/2"
25-1/2"
65.0
65.0
80.0
90.0
37"
36
65.0
65.0
80.0
90.0
53-1/8"
L l
S. 74' 7
0 5/e"
- -
52-1/8"
73'
49-5/8"
,�65.0
65.0
80.0
90.0
65.0
65.0
80.0
90-0
26-172"
25-1/2"
65.0
- 65.0-
80.0
90.0
37"
36'
65.0
65.0
80,0
90.0
53-1/8"
fi3"
52-1/8"
li2'
65.0
65.0
80.0
90.0
74"
73"
60.2
60.2
80.0
90.0
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH
14" 1YP.
- 'XO OR= OX'
BUCK DIMS
F1AN_GF FRAMF
FLANGE DIMS
DESIGN LOAD CAPACITY - PSF
(X0 014 OX SIZES
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
'A'YA1', '8'8'81'
GId55 TYPES
'8' le '91'
G1AS5 TYPES
'C' At 'CI'
WIDTH
HEIGHT
WIDTH
HEIGHT
DR.(+)
INT.(-)
EXT.(+)
INT.(-)
EXI.(+)
INT.(-)
55-3/4"
78-15/16"
83-1/2"
26'
54-3/4"
77-15/16'
82-1/2'
25'
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
65.0
55.0
65,0
80.0
90.0
85.0
65.0
55-3/4"
78-15/16"
83-1/2"
38-3/5"
54-3/4"
77-15/16"
82-1/2"
37-3/6"
65.0
65.0
80.0 .
90.0
65.0
65.0
65.0
65.0
80.0
90.0
85.0
65.0
85.0
65.0
80.0
90.0
65.0
65.0
55-3/4"
78-15/16'
83-1/2"
50-5/8"
54-3/4"
77-15/16"
82-1/2"
49-5/8"
65.0
65.0
80.0
90.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
55-3/4"
78-15/16"
83-1/2"
63"
54-3/4"
77-15/16"
82-1/2"
62"
65.0
65.0
80.0
90.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'XO OR OX'
BUCK DIMS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM El 300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/22/2020
Br/�
Mlam -Df ad6�roduct Control
FLANGE & FLANGE ADAPTOR FRAME
EQUAL LEG FRAME
•• •••• •• •• • •• •• ••• •
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::• ••• •• • ,.. • ••
• • • • • • • • •
• • • • • • •
• • • • • • • • •
• • • • • • • •• •
• • •• • •• • •
• • ■ • •• •
• • • • • • • •
• • • • •
• • • • • •
• • • • • •
• •• •• • •
• • • • • • •
•
•
•
•
•
• •
• ••
•
•
ATE OF
INAL�
FAX. (305) 593-6592
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$ v
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drawing no.
W10-18
sheet 2 of 11)
DESIGN LOAD CAPACITY - PSF
(XOX S ZES)
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAIL
B.D. MTG. RAIL
GLASS TYPES
'A'k'A1', 'B'k'131'
GLOSS TYPES
'B' & 'BS'
WIDTH
HEIGHT
WIDTH
HEIGHT
EM.(+)
INT.(-)
ExT.(+)
INT.(-)
74"
106-1/4"
111"
26"
73"
105-1/4"
110"
25"
65.0
65.0
80.0
90.0
65.0
65.0
60.0
90.0
85.0
65.0
80.0
90-0
74"
106-1/4"
111"
38-3/0"
73"
105-1/4"
110"
37-3/8"
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
74"
106-1/4"
111"
50-5/8"
73"
105-1/4"
110"
49-5/8"
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
74"
108-1/4"
111"
63"
73"
105-1/4"
110"
62"
65.0
65.0
80.0
90.0
61.6
61.6
80.0
90.0
60.0
60.0
80.0
90.0
)5" TYP.
(1/3W)
(1/3w)
(1/3W)
%
i
r-,
f.9
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'xox'
SUCK DIMS
FLANGE FRAMF
FLANGE DIMS
DESIGN LOAD CAPACITY - PSF
(X0X SIZES)
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAIL.
B.D. MTG. RAIL
B.D. MTG. RAIL
GLASS TYPES
'A'k'Al', 'B'k'B1'
GLASS TYPES
'B' k 'Be
GLASS TYPES
'C' k 'CI'
WIDTH
HEIGHT
WIDTH
HEIGHT
ER.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
108-1/4"
111"
26"
73"
105-1/4"
110"
25"
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80.0
90,0
65.0
65.0
74'
106-1/4"
111"
38-3/8"
73"
105-1/4"
110"
37-3/8"
65.0
65.0
60.0
90.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
65.0
85.0
65.0
80.0
90.0
65.0
65.0
74"
106-1/4"
111"
50-5/8"
73"
105-1/4"
110"
49-5/8"
85.0
65.0
60.0
90.0
65.0
65.0
-
-
-
-
65.0
65.0
_-
-
-
-
65,0
65.0
74' 1
106-1/4"
111"
73"
105-1/4"
110"
82"
65.0
65.0 )
80.0
90.0
65.0
65.0
c6.371
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
)5" TYP. BUCK DIMS
(1/2W)
ty rug
OPERATING VENTS TO BE 1/4 OF THE
'xox'
EQUAL LEG FRAME
STD. MTG. RAIL: J H.D. MTG. RAIL:
'1\1\
WINDOW WIDTH
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-21 9
PRODUCT REVISED
s complying with the Florida
Building Code
HOA-No. 17-0918.09
Expiration Data 09/22/2020
By _
Miami -Da roduct Control
FLANGE & FLANGE ADAPTOR FRAME
EQUAL LEG FRAME
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• • • ••• • • •
• • • • • • • •• •
• • •• • •• • •
• • • • •• •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• • • • • • • • • • • •
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FAX. (305) 593-6592
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W10-18
sheet 2,1 of 11)
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
L'A'AL , '8'A'81'
GLASS TYPES
'6' A '81'
WIDTH
HEIGHT
6XT.(+)
INT.(-)
EXT.(+)
I INT.(-)
25-1/2"
36'
52-1/8"
73-
25.
65.0
65.0
80.0
80.0
65.0
85.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
25-1/2"
36"
52-1/8"
73"
37-3/8'
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
25-1/2"
36'
52-1/8"
73"
49-5/8"
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
85.0
80.0
80,0
25-1/2"
36"
52-1/8"
73'
62.
65,0
65.0
80.0
80.0
65.0
65.0
80.0
• 80.0
65.0
65.0
80.0
80,0
60.2
60.2
80.0
80.0
OPERATING VENTS TO DE /2 OF THE WINDOW WIDTH
'XO OR OX'
DESIGN LOAD CAPACITY - PSF
(X0 OR OX SIZES)
BUCK DOTS.
STD. MTG. RAIL
H.D. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
'A'A'A1 , '8'8'81'
GLASS TYPES
'B' 6 'B1'
GLASS TYPES
'C' & 'CI'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
6XT.(+)
INT.(-)
EXY.(+)
INT.(-)
54-3/4'
77-15/16"
82-1/2"
25"
85.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
54-3/4"
77-15/16'
82-1/2"
37-3/8"
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
54-3/4"
77-15/16"
82-1/2"
49-5/8"
65.0
65.0
80.0
80.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
54-3/4"
77-15/16"
82-1/2"
62"
65.0
65.0
80.0
80.0
65.0
85.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
STD. MTG. RAIL: U H.U. MTG. RAIL:
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
.XO OR OX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05 -DEC-21 9
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/22/2020
By
Miami -Dad roduct Control
FIN FRAME
•• ••• • • • • • ••
• AA1llll li l//\
• • • • • • 4.: • • �� �P®
• •• • ;r•J • "o_#• • ' \� P
•• ••• •• • • • ••:
No. 70592
• ••• • ••• •
• • • • • • •
• • • ••• • • •
• • • • • • • •• •
• • •• • •• • •
• a • • • • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • •
• • • • • • • • • • • •
0410 • • • ••• • •
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
BUCK DIMS.
STD. MTG. RAIL
A.D. MTG. RAIL
CLASS TYPES
'A'5'A1 , 'B'k'B1'
GLASS TYPES
'B' & '81'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EM.(+)
INT.(-)
73"
105-1/4'
110"
25°
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
73"
105-1/4'
110'
37-3/8'
65.0
65.0
80.0
80,0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
73'
105-1/4'
110'
49-5/8'
65.0
65.0
80.0
80.0
65.0
85.0
80.0
80.0
65.0
65.0
80.0
80.0
73'
105-1/4"
110-
62'
65.0
65.0
80.0
80.0
61.6
61.6
80.0
80.0
60.0
60.0
80.0
80.0
.!(1/31Y)
(1/3W)
(1/3W)
Li
=
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'XOX'
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
M.D. MTG. RAIL
GLASS TYPES
'A'k'A1 , 'B'k'B1'
GLASS TYPES
'B' & 'B1'
MASS TYPES
'C' k 'CI'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
73-
105-1/4'
110•
25'
65.0
65.0
80.0
80.0
65.0
85.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
73'
105-1/4'
110'
37-3/8'
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
73'
105-1/4'
110'
49-5/B'
85.0
65.0
80.0
50.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
73'
105-1/4'
110"
62'
55.0
65.0
80.0
50.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
STD. MTG. RAIL: H.D. MTG. RAIL:
(1/4w)
(I/2W)
(1 /4W)
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
•
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/22/2020
By
Miami- ad roduet Control
FIN FRAME
• • • • • • • • •• ••
• • •
• • • •
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• • • • • • • • •
• • • • • • •
• • • • • • • • •
• • • • • • • •• •
• • •• • •• • •
• • • •
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
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FAX. (305) 593-6592
a
drawing no.
W10-18
(sheet 3.1 of 11
1/4' AIR SPACE
1/8" ANN. GLASS
/8" ANN. GLASS
075" Interlayer
Soflex CP With PET Core
By Eastman Chemical Co.'
OR
.090' Interlayer
Saflex Clear And Color Gloss
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
1
1
By Inc; Kuraray America,
OR
.090" Interlayer
Trosifol PVB
By 'Kuraray Americo, Inc.'
1/8" ANN. GLASS
SIUCONE
GE 1200
DOW CORNING 899
DOW CORNING 995
AT 1/4 POINTS ON LITES
WIDER THAN 36"
GLASS TYPE 'A'
5/16' NOMINAL LAM. GLASS
1/8" ANN. GI ASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chernical Co:
OR
.090" Interlayer
Saflex Clear And Color Glass
'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By Kuraray America, Inc.'
OR
.090' Interlayer
Trosifol PVB
By 'Kuroray America, Inc.'
1/8" ANN. GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
1/4" AIR SPACE
1/13" HEAT STREN'D GLASS
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'OUANEX'
AT 1/4 POINTS ALL SIZES
GLASS TYPE 'Al'
0.70" OVERA:1 INSUL. LAM. GLASS
1/8" HEAT STREN'D CLASS
.075" Interlayer
Soles CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
OR
090" Interlayer
Trosifol PVO
By 'Kuraray America, Inc.'
I/O" HEAT STREN'D GI ASS
SIUCONE
GE 1200
DOW CORNING 899
DOW CORNING 995
AT 1/4 POINTS ON UTES
WIDER THAN 36'
GLASS TYPE 'B'
5/16' NOMINAL LAM. GLASS
I/O" HEAT STREN'D GLASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
090" Interlayer
Saflex Clear And Calor Glass
By 'Eastman Chemical Co.'
\- OR
.090" Interlayer
SentryGlas
By Kuraray America, Inc.'
OR
.090" Interloyer
Trosifol PVB
By 'Kuraray America, Inc.'
1/8' HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
1/8" HEAT STREN'D GLASS
.075" Interlayer
Salle. CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
1/8" HEAT STREN'O GLASS
SIUCONE
GE 1200
`DOW CORNING 899
DOW CORNING 995
AT 1/4 POINTS ON LITES
WIDER THAN 36'
GLASS TYPE 'C'
5/16" NOMINAL LAM. GLASS
1/4" AIR SPACE
1/8" HEAT STREN'D GLASS
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
AT 1/4 POINTS ALL SIZES
GLASS TYPE 'B1'
0.70" OVERALL INSUL LAM. GLASS
(S.M.I.)
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'Cl' MUST BE TEMPERED.
r1/8" HEAT STREN'D GLASS
.075° Interlayer
Saflex CP With PET Care
'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
/8" HEAT STREN'D GLASS
SIUCONE
GE 1200
DOW CORNING 899
DOW CORNING 995
PRODUCT REVISED
s complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/22/2020
By
Miam' a roduct Control
XL EDGE SPACER
• 9LAIS•EEL•BY •CARDIIML' • •
OR • • :QUA
• • • • •
DURAaFAI B• •DUMEX'• • •• •
OR•• • • • • ••• •
• SUPEI• SPSCEF• BY•QUANEX• •
•• • • • •• • • • •
AT 1/4 POINTS ALL SIZES
GLASS TYPE 'Cl'
0.70' OVERALL INSULSLAM. !L!
• • •
• •
• • ••
• •
• • • •
• •
• • • •
• • • • •
• ••
• •
••
0
COMP-ANL\W10
St1DING WOW. (LM.I./S.M.I.)
FM. (305) 593-6592
8
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0
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UPDATED TO 2017 FOC
0
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8
d awing no.
W10-18
• • • • • • • • • •
• • • • • •
• • • • • • •
• • • • • • •
• •• •• • • •
• • • • • • • • •
•
•
•
• •
• ••
•
sheet 4 of 11
1BY
WOOD BUCK
N
IBY
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE' Dlsr: s
•
TYPICAL ANCHORS^
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
EDGE \DIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE DIST.
WHEN USED THE MIN. WOOD BUCK
DEPTH SHALL BE 236". THE USE OF
DEEPER OR BEVELED WOODBUCKS IS
PERMITTED.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Mo. 17-0918.09
Expiration Date 09/22/2020
BY
Miami -Dade Product Control
WEEPHOLES:
W2 = 1/8" X 1/2' WEEP YLOT AT•'.P•S/8"'FROM MOH CND• •
W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FLANGE & FLANGE ADAPTOR FRAME
2 3/8 MIN.
r•
MIAMI-DADE COUNTY APPROVED
I MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE DIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
2-3/a' MIN. 1/4" CIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI)
2BY WOOD BUCKSOR WOOD STRUCTURES
1-1
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
\�\ THRU 1BY BUCKS INTO CONC. 0R BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
#14 SMS OR SF! F DRII LING SCREWS_ (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED)
TYPICAL EDGF DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1 ° MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN.
91:1 H iLIOW`FILL•ED BLSCK Aj J41BS f = 2000 PSI MIN.
W1 = 1 /4" X 1-1/2" WEEP SLOT AT a -1 /6� FI�M ••.A t • • • • • • •�.00' 1,gJY�ri
END WITH PLASTIC COY}E� � ..- ..,.1y 4/
'e:• uGENSf •
drawing no.
W10-18
1/4" MAX.
SHIMS
VENT WIDTH
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
fZ v'
1 1/4"
•
SCREENS OPTIONAL
1BY
WOOD BUCKS
BUCK WIDTH
1/4" MAX.
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
BUCK WIDTH
D.L. OPG.
MIAMI-DADE COUNTY
APPROVED MUWON
& MUWON ANCHORS
SEE SEPARATE NOA
BUCK WIDTH
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SCREENS OPTIONAL
BUCK 'WIDTH
XO .LAYOUT
VENT WIDTH
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
OALTERNATE
1/4" MAX.
SHIMS
EXTERIOR
EXTERIOR
D.L OPG.
FLANGE & FLANGE ADAPTOR FRAME
1/4" MAX.
SHIMS
.. W000 STRUCTUR
SWEEP LOCK
OPTIONAL TO
SPRING LOCK
TYPICAL ANCHORS
SEE ELEV_
FORSPACING
1BY
WOOD BUCKS
FLANGE ADAPTOR FRAME
1/2" TYP.
INTALATION DETAILS SHOWN ON PAGES 5
AND 6 APPLY TO AOTH FLANGE FRAME AND
FLANGE ADAPTOR FRAMES.
•• ••• •• • • • • ••
• \liuliliTii
•
• • • • :-•'
•
PRODUCT REVISED • • • •
as complying with the Florida -
Building Coda I 1
NOA-No. 17-0918.09 '
04a441e 09/ 2020 • • • • • -• 8 OF
• .- • • • • • R79P•.•.. \
Y'la�i-oa.. duct Cw*roi �• • ••
• ••0, 0/ill iAlL1- ``\\`
• •• •
• • • • • • • ••• • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
drawing no.
W10-18
(sheet 6 of 11
1 BY
W000 BUCK
1BY
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE- DIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE DIST. It
1='N •
TYPICAL ANCHORS
\FOR
SEE ESLEV.
PACING
1/4- MAX.
SHIMS
BUCK WIDTH
.;TYPICAL ANCHORS
-SEE ELEV.
FOR SPACING
EDGE DIST.
EQUAL LEG FRAME
Fr
MIAMI-DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE
OIST-
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY
INTO WOOD, CONCRETE OR METAL STRUCTURES
WITHOUT THE NEED OF A WOOD BUCK.
2 3/8" MIN.
2-3/8" MIN.
WHEN USED THE MIN. WOOD BUCK
DEPTH SWILL 8E 23i". THE USE OF
DEEPER OR BEVELED WCODBUCKS IS
PERMITTED.
BUCK WIDTH
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/22/2020
By
Miami- a roduct Control
MIAMI-DADE COUNTY
APPROVED MUWON
& MULLION ANCHORS
SEE SEPARATE NOA
BUCK WIDTH
••• • • • • ••• •
• • • A • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
aa•aaa>••e•aa>•
drowing no.
W10-18
sheet 7 of 11
ILLUSTRATIVE OILS. ONLY
EXT, OR INT. FINISHES
NOT BY CGI
HOUSE WRAP
NOT BY CO
HOUSE WRAP
NOT BY CGI
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD STRUCTURE 1/4" MAX
NOT BY CGI
GAP
1/2" MIN.
HOUSE WRAP
NOT BY CGI
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
#8 SMS (Fu = 74 KSI MIN.)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
BUCK WIDTH
EXTERIOR
•• ••• • • • • • ••
•
• • •
• • • •
FIN FRAME
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/22/2020
By —
Miami roduct Control
C
•• ••• •• • • • •
• ••• • ' '''•••''' •
• • • • • • •
• • • ••• • • •
• • • • • • • ••
• • •• • •• •
• • • • ••
1/4" MAX.
•
•//i 111111\\
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
G G
8 8
g
B
8
8
5
8
8
drawing no.
W10-18
(sheet 8 of 11
AL-FAROOQ CORPORATION a
ENGINEERS Sc PRODUCT DEVELOPMENT
9380 SUNSET DRIVE, SUITE 220
l MIAMI, FLORIDA 33173 (C.A.N. 3538) C
TEL. (305) 2648100 FAX. (305) 2026978
COMP-ANL\W10-03CG1)
ITEM
PART /
QUANTITY
DESCRIPTION
MATERIAL
WAND./SUPPLIER/REMARKS
E1
CGI-100
-
FRAME JAMB 0 FIXED GLASS
6063-T6
CGI EXTRUDER
PRODUCT REVISED
as complying with the Florida
E2
CGI-113
-
FRAME SILL
6063-76
CGI EXTRUDER
Building Code
E3
CGI-IO2
-
FRAME HEAD
6063-76
CGI EXTRUDER
NOA-No. 17-0918.09
E4
CGI-103
-
MEETING RAIL
6063-76
CGI EXTRUDER
Expiration Date 09/22/2020
E5
CGI- 104
-
LOCK RAIL
8063-T6
CGI EXTRUDER
E6
CGI- 105
-
HANDLE RAIL
6063-76
CGI EXTRUDER
By
Mlami-Dade duct Control
E7
CGI-106
-
SASH RAIL
6083-76
CGI EXTRUDER
E8
CGI-107
-
5/16" GLAZING BEAD
6063-T5
CGI EXTRUDER
E9
CGI-108
-
0.700' GLAZING BEAU
6083-75
CGI La IHUDER
El
CGI- 109
-
FRONT FLANGE ADAPTOR
6063-78
CGI EXTRUDER
El
CGI-1 10
-
NAIL FIN ADAPTOR
6063-76
CGI EXTRUDER
El
CCI-135
-
TF FRAME JAMB 0 FIXED GLASS
6063-76
CGI EXTRUDER
E13
CGI-136
-
7F FRAME HEAD
6063-T6
CGI EXTRUDER
E14
CGI-139
-
TF FRAME JAMB
6083-76
CGI EXTRUDER
£15
COI-140
-
1 MUNIIN
6063-T5
CGI EXTRUDER
Ei6
CGI-141
-
2.5" UWON
6063-76
CGI IXTRUDER
E77
CGI-605
-
SCREEN FRAME
6063-75
CGI EXTRUDER
T---
E18
CGI-114
-
SILL SNAP IN
6063-76
CGI EXTRUDER
SERIES SENINEL_120 ALUM HORIZ. SLIDING W[iW. (LII.I./S.11.I.)�
CGI Windows and Doors, Inc.
10100 N.W. 25TH STREET
MIAMI, FL 33172
TEL (305) 593-6590 F. (305) 593-5592
E19
CCI-115
-
SILL FILLER
6063-T6
CGI EXTRUDER
E20
CGI-116
-
FRAME JAMB
6063-T6
CGI EXTRUDER
®®
-
HD LOCK RAIL -
6063-76
CGI EXTRUDER
®MIIMMEMM
-
TF FRAME SILL
6063-76
CGI EXTRUDER
E23
CGI-109
-
FRONT FLANGE ADAPTOR
6063-76
CGI EXTRUDER
M1
CGI-382V
-
GLAZING BULB VINYL (DUROMETER 75-80 SHORE A)
PVC
-
M2
CGI-111
-
SCREW COVER (OPTIONAL)
PVC
-
M3
CGI-112
3" 0 ANCHORS
EQUAL LEG COVER/SHIM
PVC
-
M4
-
0.700' X 0.040" BEAD
0E1200 SIUCONE
SIUCONE
GE
M5
-
0.700' X 0.040" BEAD
DOW 995
SIUCONE
DOW
M6
-
0.700" X 0.040" BEAD
DOW 899
SIUCONE
DOW
M7
-
2/ UTE
SETTING BLOCK
EPUM
DUROMETER 80#5 SHORE A
M8
-
-
PROTECTO WRAP WATERPROOFING OR EQUIV .
-
-
M9
684
-
ROLLER TRACK
PVC
-
M10
CCI-128
2 PER SASH
ROLLER HOUSING
NYLON
-
L
Q
-
u
a
tj
Fn
0.0
04 '"
/
i V
D
,T,
14
(`
44 0'
4
z z
M11
W23201 NG
-
PILE WITH CENTER FIN
WOOL
ULTRAFAB OR EQUIV.
M12
CGI-129
1 PER SASH
EGRESS LOCK
ALUM.
SULUVAN
M13
CGI-131
2 PER SASH
HANDLE RAIL END CAP
NYLON
M&M
M14
391-N
1 PER SASH
ANT1LIFT BLOCK
NYLON
M&M
MIS
-
OPTIONAL
RETICULATED FOAM 30 PPI
-
-
M16
CGI- 134
-
JAM8 SPACER
PVC
PROTOTYPE 0R ECON.
M17
A30730401-32
1 PER W0.
CAM LOCK
ZINC
TRUTH OR EQUIV.
M18
CGI-132
2PER WD. 2'
SASH STOP
PVC
PROTOTYPE
M 1 9
CG1-111
0 FR. HEAD
SCREW COVER
PVC
PROTOTYPE
>.,
M20
CGI-125
2PER SASH
SASH CAM (6/7 BALANCE)
NYLON
M&M
c ?;•
4 0
v
a
0
4 S
M22
-
VARIES
HI-FLO WEEP COVERS
PVC
AME58UR7 OR EQUIV
S2
-
2 OR 3 PER CORNER
e 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW
-
-
• • • • • • • • • • . • •
v o
W
. r
S3
-
1 1/4" EMBED.
# 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW
-
-
•
• • • 11111111i/Y
,--.
o
o
r-.
r
.--.__,
R
a
'i
54
-
4 PER WO.
i 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW
-
-
• • • •
?',Q•p A77/,7i
55
2 PER D.
Q 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY
-
-
• \`,ANIP?
• • • • • • • • • • • • '�` V,iCENSF '-
56
-
-
1� 6 X 1/2" LG. FH. SMS. 0 CGI-133 & CAM LOCK
_
_
58
-
4 •. RAIL
# 10 X 4" LG. PHL, PH. SMS. ST/ST. ASSEMBLY MEETING RAIL
-
-
59
-
0IJ
2 PER ANFT
# 10 X 5/6" LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW
-
-
' * : -
• ••• • • • • E{,
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drawing no.
d
W10-18
sheet 9 of 11
000 • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • • • • • •
2.113
,.015
1-.065
.490
I I
120
1
r
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
S360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.11'. 3538)
TEL (305) 2648100 FAX (305) 262-6978
COMP-ANL\W 10-03�G11
r 2.440
2.440
1.50
�
4
1 680
P
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-{
.050 iYP.
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.664 4�
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--iI
.050TYP.
I .864 F-
2.348
1,601
.065
.065TYP.
1.301
2.846
2.LJ1
065
TYP.
1.220
b
1.007
L
050J
E8 5/16" GLAZING BEAD
E9 .700' GLAZING BEAD
8FLUSH
.065
TMP.
^-
MEETING RAIL
.745
1.155
1.155-1
1.395
® NAIL FIN ADAPTER
1.395
1.449
leFIANGE
1.015
FRAME
HEAD
��11�
LJ
1-
1,015 11.388
FRAME HEAD
i
180
293
1 a96�
.050 S
.oso
-
1.015 F-
1.015
1.788
065
TYP,
.065
f-1.413-�I�
-
-.- 1.1401
1.140-
2.264
0FLUSH FRAME COVER
u2 SCREW COVER
rt255
1.015
d
U
1.220
4.430
3.685
e
0
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2.885
3.930
3.185
.065
2.885
ID
.080
SILL FILLER
SERIES SEMIINf 120 AWN ROM SLIDING MAW. (LN.I./S.M.1.),
CGI Windows and Doors, Inc. 1
10100 N.W. 25TH STREET
MIAMI, FL. 33172
TEL (305) 593-6590 FAX. (305) 593-6592
E5
1.043
LOCK RAIL
1
.55J 0
�3 FLANGE
�1.45.180
.050
ADAPTOR
�fr1.788
�nu
2.440
FLANGE FRAME
SILL
2.440
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S 065,
v
I:II--r1,220
2.310
2.737
2.737
r<
t21 ALT.
O
1.043
LOCK RAIL
2.505
.065
YP.
2613
PRODUCT REVISED
with the Florida
Building
BuildingCode0laggg3,237
NOA-No. 17-0918.09
2.505-
.065
065
2.613
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1.892
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TYP
2.195
-
1.000 L.991-
.500
.991--I
7.015
n
Expiration Date /22/2020
2.737
EO FLUSH FRAME JAMB
(MOVING)
FLANGE FRAME JAMB
(MOVING)
n
BY
8•
HANDLE
-
RAIL
811
611
Mlaml-Dad roduct Control
• • • • • • • • • • •
•
• • • • • • • • ,Ii1 to il 7,/
• • • • • • • • • • • • •''•••"'•'Q /
W2
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51.043
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2.505
.065 TP.
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E 0 ,,,
1.025
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1.075
11
1,015
ass
1.395•
.745
{
E1
O FLUSH FRAME
--1.245
JAMB
(FIXED)
E72
FLANGE FRAME
1745
JAMB
(FIXED)
-.500
F7
O
1.015 II0.
SASH RAIL
drawing no.
W10-18
sheet 10 of 11
••• • • • • ••• • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 000 • •
VENT TOP/BOTTOM CORNFR$
FRAME TOP CORNER
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 17-0918.09
Expiration Date 09/22/2020
By
Mlaml- rodact Control
• •• •• •• •• •• •• •• •• •• •• ••
•
• • • •` \J1yPO 1111N$
11/
/f/ /
• • ••• .
FRAME BOTTOM CORNED • • • • • • • • • • ` ,P•• VGF-N8F ••,•
IL►i 70592
• ••• • ••• • I�Y cx_
• • • • • • •
• • • ••• •, ,�y • of :71/1`
• • •• • -•• • • •• C9:
• • • • •• • i�®•,AL�\`
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••• • • • ••• • •
• • • • • • •
• • ••• • • •
• • • • • • • • •
• •• • • • • •• ••
••• • • ••• • •
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COMP-ANL\W 10-03CGI�
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FAX. (305) 593-6592
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0
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drawing no.
W10-18
(sheet 11 of 11)
c
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGI Windows and Doors, Inc.
10100 NW 25 Street
Miami, Fl. 33172
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
• •
•
This NOA is being issued under the applicable rules and regulations governing 'Cie Ilse of.coilsinuction
materials. The documentation submitted has been reviewed and accepted by Miamiide County kER -•
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Awthority;
Having Jurisdiction (AHJ). •• • •
This NOA shall not be valid after the expiration date stated below. The Miami-Dad4 ii y Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Gdunty) resetv;the right
to have this product or material tested for quality assurance purposes. If this prtrcluat•or materiiat fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing•and t13e AI;IJ may
immediately revoke, modify, or suspend the use of such product or material withii3 the 4 urisdiction. RER•
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Procitn �t•�ontrol•
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
IDESCRIPTIO_N: Series.`238" Outswing Aluminum Casement Window - L.M:I.
APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw.
(L.M.i.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County
Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -
Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, 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 No. 15-0512.19 and consists of this page 1 and evidence pages E-1,
E-2, E-3, E-4 and E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAM1-DADE COUNTY
APPROVED
••••
CNOA No..17-0918.11)
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement WdIA:,.(41...M.I.)",
sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98: wpii. revisitxr 11. dated
04/10/15, prepared by AI-Farooq Corporation, signed and selltd by Jayttn.hmadi •
P.E. •
B. TESTS
•
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading par:FBC TAS 102294
2) Large Missile Impact Test per FBC, TAS 2011-9 • • • •
3) Cyclic Wind Pressure Loading per FBC, TAS' =:94 •
along with marked -up drawings and installation diagram of a,series 750(Y FVC fixed
window, to qualify DuPont `Butacite" PVB interlayer, Durase tWaid Swan Spacer
insulating glass spacer, prepared by Certified Test Laboratories, Test RCpdrt No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
3. Test reports on: 1) Unifoum Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of a series 318 outswing
aluminum casement window, prepared by Certified Testing Laboratories, Test Report
No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA # 14-0506.01)
Cr�GZ� x
Manuel Pe z, E.
Product Control Einer
NOA No. 17-0918.11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
E-1
•
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUO)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94 • • • • • •
4) Large Missile Impact Test per FBC, TAS 201-.94 ; ....
5) Cyclic Wind Pressure Loading per FBC, TA:S Q -94 • • •'
6) Forced Entry Test, per FBC 2411.3.2.1, and•'F1 202-94 . '
along with marked —up drawings and installation diagram of ari Mlxminu •®Ls+emenn
window, prepared by American Test Lab of South Florida,, •Test•RQpprt No
ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry7Jaitem, P.l.
(Submitted under NOA # 12-1220.14) •
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' •
2) Uniform Static Air Pressure Test, Loading peg FIIE, TAS, pV-94
3) Water Resistance Test, per FBC, TAS 202-94 • ' •
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080-
0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated
09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA # 08-1010.02)
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum outswing
casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports
No HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated
06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E
(Submitted under NOA # 08-1010.02)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.
HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both
signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA's # 96-0417.03 and # 01-1002.03)
• .
Manuel
Product Control Ex min r
NOA No. 17- .11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94 • ' • • •
4) Large Missile Impact Test per FBC, TAS 2;1;94:
5) Cyclic Wind Pressure Loading per FBC, TAS303 . -94 •..'
6) Forced Entry Test, per FBC 2411.3.2.1, and. i't9.202-94 • •
along with marked -up drawings and installation diagram of.df wminuria.c3semenn
window, prepared by Fenestration Testing Laboratory, Inc., Test °Reports q.. FTL- •
1003 and FTL-1041, dated 10/14/94, both signed and sealed by.Y?il
(Submitted under NOA # 96-0917.03)
C. CALCULATIONS
• • •
•
. . .
•••
•
1. Anchor verification calculations and structural analysis, complying with FED 2JY10,
dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
(Submitted under NOA # 14-0506.01)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
•
.•
•
.
•
•
•
.. . ••
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
Manuel Pere . E.
Product Control E.ner
NOA No. 17-1918.11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
E-3
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement Letter of conformance, complying with FBC- 5' Edition (2014), dated April
11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA # 14-0506.01) •• , • •, •
2. Proposal No. 13-1098 issued by the Product Control Section,•dat`cd:OctoberA2, 2013 ••
and revised on February 24, 2014, signed by Manuel Perez, P.Et • : • • • • • ••
(Submitted under previous NOA # 14-0506.01) '
3. Laboratory compliance letters for Test Reports No. HTL-0080.0»).07 f j imen' •
A and B and HTL-0080-0905-07 for specimen B and C, issuey tturricane Teat
Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and.sealed by Vii6 J. •
Abraham, P.E. • • ••
•
(Submitted under NOA # 08-1010.02)
•
4. Laboratory compliances letters for Test Reports No. HETI-08121434 .
HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane'. •'
Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by
Candido F. Font, P.E.
(Submitted under NOA # 08-1010.02)
5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and
HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and
11/10/98, both signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA # 96-0417.03 and 01-1002.03)
6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued
by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by
Yamil Kuri, P.E.
(Submitted under NOA # 96-0417.03)
7. Test Proposal for the qualification ofButacite® PVB glass interlayer by Kuraray
America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge
flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product
Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section.
G. OTHERS
1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their
Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 06/26/14
and expiring on 10/26/18.
(1461)49
Manuel Were
Product Control Ex'er
NOA No. 17-018.11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
E-4
• •
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw.
sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98i wit revisal t dated• • • • •
08/30/17, prepared by AI-Farooq Corporation, signed and stgjc'd:Dy Ja�:al hmad, .•
• • • •
P.E. •• •
•
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E.
•••• • •
• • • •
•. .. •.••
• •
•
• •
• • • •
• • • •
• •. •
•• • •• • • •
• • •
•• •
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 09/07/17, expiring on 12/11/18.
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
O5/21/21.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 5' Edition (2014), with
FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for
their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on
09/17/15 and expiring on 10/26/18.
Manuel Per , E.
Product Control Ex er
NOA No. 17-0T18.11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
E-5
GENERAL WINDOW SECTIONS
FT.AT$GF,_FRAMF.
SNUBBER
AT IMPACT VINDOWS ONLY
WINDOW WIDTH
EXTERIOR
INSTRUCTIONS',
USE CHARTS AS FOLLOWS.
STEP 1
STEP 2
STEP 3
DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY. BLDG. HEIGHT, WINO ZONE
USING APPLICABLE ASCE 7 STANDARD.
FOR GLASS TYPES,
REFER TO
SHEETS 3 AND 4.
i
O461110
--�
O 0 ,-
II .
r
milimmiOmm�T I NOTES'
L THISQ PRODUCT HAS BEEN 2014 (5TH AND TESTED TO( COMPLY WITH FLORIDATHE
REQUIREMENTS OF THE (STH EDITION)/2017 (6TH EDITION) ORI
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
CAM LOCKS
2 LOCK POINTS
ALL SIZES
0
3
Z
3
WINDOW WIDTH
VENT WIDTH
D.L. OPG.
WW-7"
6" MAX. TYP.
HEAD/SILL
CORNERS
1L-
T1
\Tl I
I I \
It —
I
II
�I \
e
,� ga
rng
No
SURFACE APPLIED
FALSE. HUNTINS
OPTIONAL
MAXIM MULTI POINT LOCK
BY 'TRUTH'
ALT. TO CAM LOCKS
MAX. WDW.
HEIGHT
LOCK
POINTS
42'
2
63'
3
84"
4
SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE/TYPE.
USING CHART ON SHEET 6 SELECT ANCHOR OPTION
WTTH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE
STEP 4 IF ALUMINUM BUCK STSIEM IS USED USE CHART ON
SHEET 7 TO DETERMINE CAPACITY.
STEP @ 144E LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4
SHALL APPLY TO ENTIRE S1'SIEM.
24" MAX. TYP.
TYPICAL ELEVATION
(FLANGE FRAME)
MULTI POINT LOCK
BY 'INTERLOCK'
ALT. TO CAM LOCKS
AT HEAD/SILL
MAX. WOW.
HEIGHT
LOCK
POINTS
38"
2
56'
74'
4
84"
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE. • • • •• • •
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DERILS• AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMSEDMENT TQ )ASi,• •
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• • • •
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHQQS• INTO•MDm ONItt•
•
••
FOR MULLION/MULTIPLE UNITS, REFER TO
• • SEPARATE CCI MULLION N.O.A.
• •
•••
• • • •
• • •
• • ••
=
D
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT © 'U 7117
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE•4 AD•P•E• STANDARDS. asldh.lying with the Flrfilda
Budding THIS PRODUCT APPROVAL IS GENERIC .AND DOES NOT OtOVJE IN RMATION • • NOA-No Code 77—Q918.1 T
I
FOR A SITE SPECIFIC PROJECT, i.e LIFE SAFETY OF THR P DU ADE�UA1 • • • • • _ •_•_ _•_
WATER INFILTRATION RESISTANCE ETC. •
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING BND 0 t•1INUFOR •E pi tfem Date
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE AN1RLYZED APARATELY, By - •
AND TO BE REVIEWED BY BUILDING OFFICIAL Miam
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
•
•
ade
Pro
•.ct
• • • • • • •
• • • • • •
• • • • • • •
• • • • • • • •
• •• • • • •• ••
• • • • • • •
0
i
0
U
3
O
a
5
0
C
5
8
S
drawing no.
W98-100
sheet 1 of 7
ATE OF (;
ORIDP,.•' i�
®R9AL S\‘
I1111111111
GENERAL WINDOW SECTIONS
EQUAL LEG FRAME
SNUBBER
AT IMPACT WINDOWS ONLY
FOR GLASS TYPES,
REFER TO
SHEETS 3 AND 4.
EXTERIOR
D.L OPG.
VENT WIDTH
WINDOW WIDTH
Exp'1ation Oat: 1 P 6/2
•
By
•• ▪ Mla
CAM LOCKS
2 LOCK POINTS
ALL SIZES
MAXIM MULTI POINT LOCK
BY 'TRUTH'
ALT. TO CAM LOCKS
MAX. WDW.
HEIGHT
LOCK
POINTS
42"
2
63'
84"
4
WINDOW WIDTH
VENT WIDTH
WW-1 1/2"
D.L OPG.
WW-6 1/2"
I I
^ o
j J
} o
• • • • • • • •
•
• • • • • •
• •
•
•• ••• •• • • • ••
PRODUCT REVISED
as complying with the Florida ('Z2 0 V 2 17
Building Code "
• Npa•ftp. 47-09100 • •
• • • •
• • • •
• •• • •
• • •
•• •
6" MAX. TYP.
HEAD/SILL
CORNERS
SURFACE APPLIED
FALSE HUNTINS
OPTIONAL
-r I IN
O -. 124" MAX. TYP.
AT HEAD/SILL
TYPICAL ELEVATION
(EQUAL LEG FRAME)
MULTI POINT LOCK
BY 'INTERLOCK'
ALT. TO CAM LOCKS
•
MAX. WOW.
HEIGHT
LOCK
POINTS
36"
2
56"
74"
84"
l 70,592
jATE OF
OR1D�' �%
MAI.
111111j
••• • • • • ••• •
• • • • • • • •
• • • ••• • • •
• • • • •
• •• •• • • • •• ••
••• • • • ••• • •
COMP-ANL\W9B-7OOCG1
FAX_ (305) 593-6592
6
2
m o
a z z
8
6
/8 c
R
drawing no.
W98-100
sheet 1.l of 7
VENT CORNER
ALL FRAME AND VENT CORNERS TO DE
SEALED WITH GE SILPRUF OR EQUIV.
FRAME CORNER
CORNER K
13 O .060 THICK ST. EY STEEL
O CORNER KEY
.062 THICK ALUMINUM
O FLANGE FRAME
2.075
5
IA EQUAL LEG FRAME
ITEM
PART /
QUANTTTY
DESCRIPT00N
MATERIAL
MANE./SUPPLIER/REMARKS
1
CG7-373
4
FLANGE FRAME
6063-T6
!NOAID( OR EQUN.
1A
CC1-397
4
EQUAL LEG FRAME -
6063-T6
INDALEX OR EQUIV.
2
CCI-378
4
VENT (5/18" LAN, GLASS)
6063-16
INDALEX OR EQUIV.
2B
CGI-381
4
VENT (INSUL. LAM. GLSS)
6063-T6
INDALEX OR EQUIV.
2C
CCI-385
4
VENT (7/16" LAM. GLASS)
6063-T6
INDALEX OR EQUN.
3
CCI-375
4
OGEE GLAZING BEAD
6063-T5
INDALEX OR EQUIV.
3A
CM-396
4
SOUARE GLAZING BEAD
6063-T5
INn91 FX OR EQUIV.
4
-
4
.060 THIGH CORNER KEY
ALUMINUM
-
5
-
8
.060 THICK CORNER KEY
ST. STEEL
-
6
AP-425
AS RE00.
FRAME WEATHERSTRIPPING
-
SCHLEGEL APTUS
7
0250-K-190
AS RE00.
VENT WEATHERSTRIPPING
-
SCHLEGEL Q-LON
8
35-10-00-101
2/ VENT
4 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH, ATTACHED w/ (6) #8 X 3/8" SS SMS
9
24-13-00-202
2/ VENT
FACE MOUNT LOCK
STEEL
TRUTH, ATTACHED W/ (2) Be X 3/8" SMS
9A
-
1/ VENT
MULTI POINT LOCK
-
TRUTH -
9B
-
1/ VENT
MULTI POINT LOCK
-
INTERLOCK
10
-
2/ VENT
.110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK
STEEL
CGI, ATTACHED W/ (2) #10 X 3/6" SS SMS
11
-
1
OPERATOR (OPTIONAL)
STEEL
TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS
11A
-
1
OPERATOR (OPODNAL)
STEEL
INTERLOCK
12
30175
1
OPERATOR TRACK
STEEL
TRUTH, ATTACHED W/ (2) #8 X 3/8" S5 SMS
13
-
2/ CORNER
FRAME AND VENT ASSEMBLY SCREWS
-
010 X 1-1/4" 5S SMS
Z22
Q VENT 5/16" LAM. GLASS)
1.757
1,624
2B VENT INSUL LAM. GLASS)
1.757
.090 TYP.
1875
—1.3474
0 VENT 7/16' LAM.
.754
PRODUCT REVI E
• • • • • •as to lyinyytrvjthie �ori�a •
• •BuAWng CO%O
d •
•
720
1.438
GLASS)
SERIES-23B ALUM OUTSWING CASEMENT WDW.
COMP-ANLVV98-100CGI
FAX. (305) 593-6592
.830
— .617
Q CGI-375: OGEE GLAZING STOP
.753
. 808 �� �I�830
.6177 1--
CGI-396: SQUARE GLAZING STOP
0
U
b
8
E1
6
B
8
O
13
• ExArat%n Sat••10,t6/2023 •
•• • • • •
By
Miami " ade Product on
• • • • • •••s_� t • ❑`•
• • • • • o•?^} •
• • • • • • • • • ` •
• • • • • • • •• • •
• • •• • •• • • •
• • •• •
T`,,, LIIIIr
.70592 �\
$7
8
drawing no.
W98-100
sheet 2 of 7 ,)
• • • •
• •
• •
• • •
• •• •
• • • • • • •
• • • • •
• • • • • •
• • • • • •
• • • •• ••
• • • • • •
1/B'''ANN. GLASS
/
.090" Saflex Clear And 'Color Gloss
- By 'Eastman, Chemical Co.'
INTERLAYERS-
.090" Trosifol .PVB
By 'Kuroroy America, Inc.'
1/8" ANN. GLASS
SILICONE
GE-1200
DOW 995
DOW 899 2.
5/16" NOMINAL -
GLASS TYPE '2'
3/16" ANN. GLASS
.075" Saflex CP With PET Core -
By 'Eastman Chemical Co.'
_ .090' Saflex Clear And Color Glass
Dy 'Eastman Chemical Co.'
INTERLAYERS-
.090" SentryGlas
- By Kuroroy America, Inc.'
.090' Trosifol PVB
By 'Kuraray America, Inc.'
3/16" ANN. GLASS
7/16" NOMINAL
GLASS TYPE '3'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5. TNRU 7 FDR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
20"
24'
28'
30'
32'
36'
40'
42'
36'
110.0
194.3
110.0
195.0
110.0
195.0
110.0
161.9
110.0
195.0
110.0
195.0
110.0
138.8
110.0
195.0
110.0
195.0
110.0
129.5
110.0
195.0
110.0
195.0
110.0
121.4
110.0
195.0
110.0
195.0
107.9
107.9
110.0
195.0
110.0
195.0
97.1
97.1
110.0
195.0
110.0
120.0
92.5
92.5
110.0
120.0
60.0
60.0
20'
24'
28'
30'
32'
36'
40•
42'
42"
110.0
166.5
110.0
195.0
110.0
195.0
110.0
138.8
110.0
195.0
110.0
195.0
110.0
116.9
110.0
195.0
110.0
195.0
110.0
111.0
110.0
195.0
110.0
195.0
104.1
104.1
110.0
195.0
110.0
120.0
92.5
92.5
110.0
120.0
110.0
120.0
83.3
83.3
110.0
120.0
110.0
120.0
79.3
79.3
110.0
120.0
60.0
60.0
20'
24'
28'
30'
32'
36'
40'
42'
+V
110.0
145.7
110.0
195.0
110.0
195.0
110.0
121.4
110.0
195.0
110.0
195.0
103.8
104.1
110.0
195.0
110.0
120.0
97.1
97.1
110.0
195.0
110.0
120.0
91.1
91.1
110.0
120.0
110.0
120.0
80.9
80.9
110.0
120.0
110.0
120.0
72.8
72.8
110.0
120.0
110.0
120.0
69.4
69,4
110.0
120.0
60.0
60.0
20'
24'
28'
30'
32'
36'
40'
42'
S4„
110.0
129.5
110.0
195.0
110.0
195.0
98.0
107.9
110.0
195.0
110.0
195.0
68.2
92.5
110.0
120.0
110.0
120.0
84.4
86.3
110.0
120.0
110.0
120.0
80.9
80.9
110.0
120.0
110.0
120.0
71.9
71.9
110.0
120.0
110.0
120.0
64.8
64.8
110.0
120.0
110.0
120.0
61.7
61.7
110.0
120.0
60.0
60.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
SILICONE
GE-1200
DOW 995
DOW 899
-3/16" HEAT STREN'D GLASS
.075" Saflex CP With PET Core
rBy 'Eastman Chemical Co.'
.090' Saflex Gear And Color Glass
By 'Eastman Chemical Co.'
.090" SentryGlcs
By Kuraray America, Inc.'
_ .090' Trosifol PVB
By 'Kuroroy America, Inc.'
3/16' HEAT STREN'D GLASS
INTERLAYERS-
7/16" NOMINAL
GLASS TYPE '6'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO 9RfGT9 5 TER/ 7 FOR INSAUATION OE0AAS
SILICONE
GE-1200
DOW 995
DOW 999
SQUARE BEAD
OPTIONAL
ALL GLASS TYPES
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
WLNDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '8'
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '8'
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
Exr. (+)
1NT. (-)
EXT. (+)
1NT. (-)
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1 NT. (-)
EXT. (+)
1NT. (-)
20"
24"
26"
30"
32'
36'
40"
42'
80"
98.8
112.6
110.0
195.0
110.0
195.0
85.8
95.4
110.0
195.0
110.0
120.0
76.7
63.3
110.0
120.0
110.0
120.0
73.2
77.7
110.0
120.0
110.0
120.0
19-I/8"
26-1/2'
37"
42'
28"
110.0
195.0
110.0
195.0
110.0
195.0
110.0
195.0
110.0
195.0
110.0
195.0
110.0
145.4
110.0
195.D
110.0
195.0
110.0
128.1
110.0
1950 *
110.0
95,0 *
70.2
72.8
110.0
120.0
110.0
120.0
64.8
64.8
110.0
120,0
110.0
120.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
19-1/8"
26-1/2'
37'
42'
38-3/6'
110.0
190.6
110.0
195.0
110.0
195.0
110.0
137.5
110.0
195.0
110.0
195.0
98.5
98.5
110.0
194.5
110.0
120.0
86.8
66.8
110.0
120.0
110.0
120.0
20"
24'
28'
30'
32"
36'
40'
66"
86.7
86.7
110.0
195.0
110.0
195.0
73.4
73.4
110.0
120.0
110.0
120.0
64.2
64.2
110.0
120.0
110.0
120.0
60.6
60.6
110.0
120.0
110.0
120.0
19-1/8"
26-1/2"
37"
42'
50-5/8'
110.0
144.5
110.0
195.0
110.0
195.0
99.7
104.3
110.0
195.0
110.0
195.0
74.7
74.7
110.0
120.0
110.0
120.0
65.8
65.8
110.0
120.0
110.0
120.0
57.5
57.5
110.0
120.0
110.0
120.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
20"
24'
28'
30'
32'
36'
72'
66.4
66.4
110.0
195.0
110.0
120.0
.19;1/8"
/28-1/2
37'
42'
�33
96.7
104.2
110.0
195.0
110.0
195.0
- 74.9-.
110.0
120.0
110.0
120.0
60.0
60.0
110.0
120.0
110.0
120.0
60.0
60.0
60.0
60.0
56.1
56.1
110.0
120.0
110.0
120.0
48.9
48.9
110.0
120.0
110.0
120.0
46.0
46.0
110.0
120.0
110.0
120.0
19-1/8'
26-1/2"
37"
74-1/4"
63.0
63.0
110.0
195.0
110.0
120.0
48.6
46.6
110.0
120.0
110.0
120.0
59.8
59.8
59.8
59.8
43.6
43.6
110.0
120.0
110.0
120.0
37'
77"
56.3
56.3
56.3
56.3
60.0
60.0
60.0
60.0
32"
36"
76"
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
20'
24'
28'
30'
32'
78'
52.0
52.0
110.3
120.0
110.0
120.0
43.6
43.8
110.0
120.0
110.0
120.0
38.1
38.1
110.0
120.0
110.0
120.0
110.0
120.0
60.0
60.0
60.0
60.0
60.0
60.0
20'
24'
28"
30'
32'
84"
41.5
41.5
110.0
120.0
110.0
120.0
34.9
34.9
110.0
120.0
110.0
120.0
110.0
120.0
54.5
54.5
51.2
51.2
51.2
51.2
48.3
48.3
48.3
46.3
NOTE:
LOAD/AREA LIMITS
FOR +110.0, -120.0 PSF = 16.34 SQ. FT.
+110.0, -195.0 PSF = 10.00 SQ. FT.
is, 17
* LIMIT MAX. LOADS TO 171.0 PSF
WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B
IS USED
**
** SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONLY
SEE SHEET 1
•• • • • • • • • • ••
•• • • •• FRRQpUCT REVISED
• • • • • of cop1p1•i.1180.iith the Florida A1111111111/\ • • • • Bilildyeg Qpdta, • `��\NOP* A�'!A,`
• • • • • • • NO�Io. • •17.0818.11 1>S. JC.,•, '
Expiration Date 1Ol I2023
• •
• •
•
•••
By 4iP"./&1;;,'
-
"•2 i7)
• • • • Mew Dade Praeuet Co•
• • • • •• •• • 1�
rey„,U
8
68
So
0
I
3
8
8
0
an
m
6
a
10
drawing no.
W98-100
(sheet 3of 71
• • • • • • • • • • •
• • • • • • • •
• • • 000 • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 000 • •
1/8' TEMP. CLASS
AIR SPACE
�1/B" ANN. GLASS
.075" Safes CP With PET Core -
By 'Eastman Chemical Co:
.090" Sales Coor And Color Gloss -
INTERLAYERS- By 'Eastman Chemical Co.'
.090" SentryClas
By Kuroray America, Inc.'
_ .090" Troslfol PVB
By 'Kuroray Americo, Inc.'
1/8" ANN. GLASS
SILICONE
GE-1200
DOW 995
DOW 899
XL EDGE SPACER XL EDGE SPACER
ST. STEEL BY 'CARDINAL' SETTING BLOCKS 5T. STEEL BY 'CARDINAL' SETTING BLOCKS
OR 2/LITE OR �II 2 LiIE
DURASEAL BY 'QUANEX' EPDM DURASEAL BY 'WAND( EPDM
0R DUROMETER 55±5 OR DUROMETER 85±5
SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'OUANEX' 3/4" INSULATED
GLASS TYPE '2A'
1/8" TEMP. GLASS
AIR SPACE
1/5" TEMP. GLASS
_ .075" Satlex CP With PET Core
By 'Eastman Chemical Co.'
_ .090" Saflex Clear And Color Class
INTERL4YER5-
By 'Eastman Chemical Co.'
.090" Sen9yOlas
By Kuroray Americo. Inc.'
_ .090" Trosifol PVB
By 'Kuroray Americo, Inc.'
/8" TEMP. GLASS
SILICONE
GE-1200
DOW 995
DOW 899
GLASS TYPE '3A'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SINTERS REQUIRED
REFER TO SHEETS 5 TNRU 1" FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SNUITERS REQUIRED
REFER TO 5HEE18 5 T1RU 7 FOR INSTN-ITIN DETAILS
PERFORMANCE VALI ES OF IMPACT RESISTANT WINDOWS
NO SHUTt.RS REQUIRED
REFER TO SHEETS 5 1HRU 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
CLASS TYPE '2A'
GLASS TYPE '3A'
WINDOW DIMS.
GLASS TYPE 'EA'
GLASS TYPE '3A'
WINDOW DIMS.
CLASS TYPE '2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
1NT. (-)
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
20"
24"
28"
30"
32"
36"
40"
42"
36"
110.0
194.3
110.0
195.0
20"
24"
28'
30"
32'
36"
40'
42'
�"
98.8
112.E
110.0
195.0
19-1/e'
110.0
195.0
110.0
195.0
110.0
161.9
110.0
195.0
65.8
95.4
110.0
120.0
26-1/2"
110.0
203.0
110.0
195.0
110.0
138.8
110.0
195.0
76.7
83.3
110.0
120.0
37"
26"
110.0
145.4
110.0
195.0
110.0
129.5
110.0
195.0
73.2
77.7
110.0
120.0
42"
110.0
128.1
110.0
195.0 *
110.0
121.4
110.0
195.0
70.2
72.8
110.0
120.0
19-1/8"
110.0
190.E
110.0
195.0
107.9
107.9
110.0
195.0
64.8
64.5
110.0
120.0
26-1/2"
38-3/8"
110.0
137.5
110.0
195.0
97.1
97.1
110.0
120.0
50.0
60.0
-
-
37"
95.5
98.5
110.0
120.0
92.5
92.5
110.0
120.0
60.0
60.0
-
-
42"
86.8
86.8
110.0
120.0
20°
24"
28"
30'
32"
36"
40"
42"
42"
110.0
166.5
110.0
195.0
20'
24'
28'
30"
32"
36'
40"
66"
86.7
56.7
110.0
169.0
19-1/8"
110.0
114.5
110.0
195.0
110.0
138.8
110.0
195.0
73.4
73.4
110.0
120.0
26-1/2"
50-5/5"
99.7
104.3
110.0
195.0
110.0
118.9
110.0
195.0
64.2
64.2
110.0
120.0
37'
74.7
74.7
110.0
120.0
110.0
111.0
110.0
195.0
60.6
60.6
110.0
118.2
42"
65.6
65.8
110.0
120.0
104.1
104.1
110.0
120.0
57.5
57.5
110.0
112.2
19-1/8"
96.7
104.2
110.0
195.0
92.5
92.5
110.0
120.0
60.0
60.0
-
-
26-1/2"
- _
74.9
77.9
110.0
120.0
83.3
83.3
110.0
120.0
' 60.0
60.0
-
-
37"
63
60.0
B0.0
110.0
117.0
79.3
79.3
110.0
120.0
20'
24"
28'
30'
32"
36"
72„
86.4
66.4
110.0
120.0
42"
60.0
60.0
-
-
20"
24"
28"
30"
32'
36"
40"
42"
48"
110.0
145.7
110.0
195.0
56.1
56.1
109.3
109.3
19-1/5"
63.0
53.0
110.0
120.0
110.0
121.4
110.0
195.0
48.9
48.9
95.3
95.3
26-1/2'
74-1/4'
46.6
46.6
90.9
90.9
104.1
104.1
110.0
120.0
45.0
46.0
89.8
89.8
37"
59.8
59.8
-
-
97.1
97.1
110.0
120.0
43.6
43.6
85.0
85.0
37"
77"
56.3
56.3
-
-
91.1
91.1
110.0
120.0
60.0
60.0
-
-
* UMIT MAX. LOADS TO 171.0 PS1 • 1
WHEN MULTI POINT LOCK BY 'IWTRLOCK' I • 1
IS USED • • • • 1
• • • 1
** SIZE 37" X 77' APPLICABLE TO•FtANGE•IiIIES O11&`1
SEE SHEET 1
• • • • •
• • • •
NOTE: • • • • • •
LOAD/AREA LIMITS • • • • .
FOR +110.0, -120.0 Ft E = 14314 SQ. FT.,
11 1 n r1 -1 a c rt O CL - I n n n cn aT
80.9
80.9
110.0
120.0
32'
36"
76"
60.0
60.0
-
-
72.8
72.8
110.0
120.0
60.0
60.0
-
-
69.4
69.4
110.0
120.0
20"
24'
28'
32"
75"
52.0
52.0
101.3
101.3
20"
24"
28"
30'
32"
36'
40"
42"
54"
110.0
129.5
110.0
195.0
43.8
43.8
65.4
85.4
95.0
107.9
110.0
195.0
38.1
38.1
74.3
74.3
92.5
92.5
110.0
120.0
60.0
60.0
-
-
84.4
86.3
110.0
120.0
20"
24"
28'
35"
32"
84"
41.5
41.5
80.8
50.8
80.9
80.9
110.0
120.0
34.9
34.9
68.0
68.0
71.9
71.9
110.0
120.0
54.5
54.5
-
-
64.8
64.8
110.D
120.0
51.2
51.2
-
-
81.7
61.7
110.0
120.0
48.3
48.3
-
-
SQUARE BEAD
OPTIONAL
ALL GLASS TYPES
PRODUCT REVISED
as complying with the Florida
Building Code
NOn-No. 17-0918.11
Expiration Date 10/26/2023
By
Miam' • ado Product C
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
• •DEOLAR2cI Y STATEMENT DCA05-DEC-219
• • • • •
• • • • • •
• • • • •
• • • • •
• • • C''D •r10
17
•
• • • • •
• • •• • •
•• • • •
• •• •
• • • • • • • • • •
• • • • • •
• • • • • • •
• •
• •• •• • • •
• • • • • • • • •
•
•
•
• •
• ••
•
0
5
0
2
a
3
a
2
drawing no.
W98-100
sheet 4of 7
INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET.6
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
SEALANT=L b
.c_
SEALANT
1" MIN.
2-1/2" MIN.
INSTALLATION TYPE '1'
1 3/8'
WOOD BUCK TYPE '1'
MATFRIAI: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '3'
WOOD BUCK TYPE '3'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
ALUM CHANNEL
3/4" X 1" 6 3/4" X 1/8'
2-1/2" LONG
AT ANCHOR LOCATIONS
WOOD BUCKS NOT BY COI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
1" MIN.
2-1/2" MIN.
SEALANT
TYPICAL ANCHORS " "
SEE ELEV. FOR SPACING
SEE SHEEP 6 FOR DESCRIPTION N• a
fr
2 1/8"
MIN.
INSTALLATION TYPE '2' WOOD BUCK TYPE '2'
MATFRIAI• PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
2 1/8"
MIN.
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '4' WOOD BUCK TYPE '4'
.MAlf oIAI • PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TALI, ANCHQR LOCATION
WITH SHEAR CLIP
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
METAL
STRUCTURES
1/8' THK. MIN.
ATTACHMENT TO
METAL STRUCTURES
r /8"
MIN.
TYPICAL ANCHORS
SEE ELEV_ FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
-mmxiAiinaio li
ATTACHMENT TO
APPROVED MULLIONS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.11
Ex
•• • • • • • • • •
•
• • •• • • • 'Oa
• ♦ •
•
•• • • • •• • • • • 11
(ration Date 10/26/2023
Dade P ucttl CdMral `--- I LIT// /
Op� ' Z/;/
N .70592
• • • • • • • • • •
• • • 0 : £ E7
• s • • • • • •• •
• • •• • •• • • •
• • • • •• •
NAI GA,s
/IIIi1
NA
0
0
2
E
0
0
0
8
2
a
0
2
2
drawing no.
W98-100
sheet 5of 7
• • • • • • • • • • • •
• • • • • • • •
• ♦ • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
INSTALLATION TYPE '1'
1 3/8'
2 1/8' I I
WOOD BUCK TYPE '1'
MATF6I61 PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 5 FOR DESCRIPTION
2-1/2' MIN.
INSTALLATION TYPE '2'
2 1/8.
MIN.
WOOD BUCK TYPE '2'
MATERIAL PRESSURE TREATED
TYPICAL INSTALLATION DETAII
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 8 FOR DESCRIPTION
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '3'
WOOD BUCK TYPE '3'
MATFRIAI• PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
2 1/8'
MIN.
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '4' WOOD BUCK TYPE '4'
MAIEOIAI• a9EEWR• TR•4TE19
• • • •
• • ••
• •• • •
• • • •
•• ••• ••
•
•
•
•
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 rFOR DESCRIPTION
1
METAL
STRUCTURES
1/8' THK. MIN.
ATTACHMENT TO
METAL STRUCTURES
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
ATTACHMENT TO
APPROVED MULLIONS
PRODUCT REVISED
as complying with the Florida
Building Code
410A-14o. • 1 j-ip81 s.11
E •irAiorta4 10/26/2023
• ••• • ••• •.,
•
• • • ••• • • • • •
• • • • • • • •• • •
• • •• • •• • • •
• • • • •• •
70592
E OF (U��
RIP�•`.•�G\`��
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CD '5
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FAX. (3a5) 593-6592
a
Pt
9
6
8
c0
a
drawing no.
W98-100
sheet 5.1 of 7
••• • • • • •••
• • • • • •
• • • ••• •
• • • • • • •
• •• •• • • •
••• • • • •••
• •
• •
• •
• • •
•• ••
• •
(�
V
pi
Q
PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER TO SHEET 5 FOR DETAILS
PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER TO SHEET 5 FOR DETAILS
PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER TO SHEET 5 FOR DETAILS
ANCHORS W/0 SHEAR CLIP
ANCHORS WITH SHEAR CLIP
ANCHORS W/0 SHEAR CLIP
ANCHORS WITH SHEAR CLIP
ANCHORS W/0 SHEAR CLIP
ANCHORS WITH SHEAR CUP
WINDOW DIMS.
AT 17" 0.C.
AT 10" 0.C.
AT 17" 0.C.
AT 10" 0.C.
WINDOW DIMS.
AT 17" 0.C.
AT 10" 0.C.
AT 17' 0.c.
AT 10" O.C.
WINDOW DI115.
AT 17" 0.C.
AT 10" 0.C.
AT 17" 0.C.
AT 10" 0.C.
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33273 (c.A.N. 3538)
L TEL (305) 264-8100 FAX. (305) 262-6978
COMP—ANL\W98
WIDTH
HEIGHT
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
0CT.(+)/INT.(-)
EXt(+)/INT.(-)
%MOTH
HEIGHT
EDIT.(+)/INT.(-)
EXT.(+)/INT.(-)
LOCT.(+)/INT.(-)
EXT.(+)/INT.(-)
WIDTH
HEIGHT
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
EM.(+)/INL(-)
20"
195.0
195.0
154.8
195.0
32"
133.2
195.0
76.4
122.2
19-1/8"
195.0
195.0
149.4
195.0
24"
195.0
195.0
129.0
172.0
36"
78,
118.4
189.5
67.9
108.6
26-1/2"
26"
195.0
195.0
107.8
161.8
28"
192.9
195.0
110.6
147.4
20"
195.0
195.0
119.1
190,5
37"
195.0
195.0
77.2
115.9
30"
180.0
195.0
103.2
137.6
24'
173.1
195.0
99.2
158.8
19-1/8"
195.0
195.0
151.9
195.0
32-
36,
168.8
195.0
98.8
129.0
28"
78"
148.4
195.0
85.1
136.1
26-1/2"
38-3/8"
191.2
195.0
109.6
146.1
36"
150.0
195.0
86.0
114.7
30"
138.5
195.0
79.4
127.0
37'
136.9
182.E
78.5
104.7
40"
135.0
180.0
77.4
103.2
32"
129.8
195.0
74.4
119.1
19-1/8'
195.0
195.0
153.5
191.9
42"
128.6
171.4
73.7
98.3
20'
195.0
195.0
132.7
195.0
26-1/2"
50-5/6"
193.2
195.0
110.8
138.5
20"
195.0
195.0
132.7
176.9
24"
195.0
195,0
110.6
165.9
37"
136.4
173.0
79.3
99.2
24'
192.9
195.0
110.6
147.4
28"
84,
165.3
195.0
94.8
142.2
19-1/8"
195.0
195.0
123.3
195.0
28"
165.3
195.0
94.8
126.4
32'
154.3
195.0
88.5
132.7
26-1/2"
155.3
195.0
89.0
155.8
30'
154.3
195.0
88.5
117.9
37'
63•
111.2
194.6
63.8
111.6
32'
42"
144.6
192.9
82.9
110.6
42'
98.0
171.4
56.2
98.3
36'
128.6
171.4
73.7
98.3
19-1/8'
195.0
195.0
130.8
195.0
( SERIES-238 ALUM OUISWINC CASEMENT WOW. (LM.I.)jfl
CGI Windows and Doors, Inc.
10100 N.W. 25TH STREET
MIAMI, FL, 33172
TEL (305) 593-6590 FAX. (305) 593-6592
40"
115.7
154.3
683
88.5
26-1/2"
74-1/4"
164.7
195.0
94.4
151.1
42"
110.2
.146.9
63.2
84.2
37'
117.s
188.6
67.6
108.1
20"
195.0
195.0
154.8
193.5
24'
195.0
195.0
129.0
161.3
28"
192.9
195.0
110.6
135.2
30"
180.0
195.0
103.2129.0
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
32'
4.8,
168.8
195.0
96.8
120.9
'HILTI'
36'
150.0
fers
66.0
107.5
1/4" DIA. KWIK-CON II BY (Fu-163 KSI, Fy-157 K51)
40'
135.0
168.8
77.4
96.8
1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KS!. Fy=155 KSI)
42'
128.6
160.7
73.7
92.1
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
20'
195.0
195.0
137.6
195.0
1-1/2" MIN. PENETRATION INT0 WOOD
24'
195.0
195.0
114.7
172.0
28"
171.4
195.0
98.3
147.4
THRU 1BY BUCKS INTO CONC. OR MASONRY
30"
160.0
195.0
91.7
137.6
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
32"
�"
150.0
195.0
86.0
129.0
Lin
DIRECTLY INTO CONC. OR MASONRY
36"
133.3
195.0
76.4
114.7
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
40'
120.0
180.0
68.8
103.2
11�•p�
�LjwJ
n
.
8 Q
c
3
NO CHANCE TANS SHEET
UPDATED TO 2017 FBC
42"
114.3
171.4
65.5
98.3
I
#14 SMS OR SELF DRILLING SCRFWS (GRADE 2 CRS)
20"
195.0
195.0
z3.6
135.E
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")
24•
180.0
195.0
103.2
154.8
INTO METAL STRUCTURES
Il
2a'
154.3
tas.o
55.s
132.7 •
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
30'
144.0
195.0
82.6
123.8
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
SHEAR WITH SWEAR CUP2
32"
60"
135.0
195.0
77.4
116.1
ANCHORS 19/0 CLIP BNCSWEARORS (STEEL IN CONTACT WLTH ALUMINUM TO BE PLATED OR PAINTED)
36"
120.0
180.0
68.8
103.2
TYPICAL EDGE DISTANCC
40"
108.0
162.0
61.9
92.9
42'
102.9
154.3
59.0
88.5
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
n
20
9s.o
95.0
aD7
95.o
INTO METAL STRUCTURE = 3/4" MIN.
P,
14
m .o
+
c g
3
24'
195.0
195.0
117.3
164.2
28'
175.3
195.0
100.5
140.7
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
30'
66"
163.6
195.0
93.8
131.3
• • C-ip4 j10LIBOW.FILLEB BLO•K AT JAM•3 f'm - 2000 PSI MIN.
Es.-
-, y
32'
153.4
195.0
88.0
123.1
• • • • • • • • •
i
-
.
u
i)
n
a
�I
36'
136.4
190.9
78.2
109.5
• • PRODSCT REVISED \1111111111,,,''
• • • Oas •om}Lyi� WRRtRe Fiotda s' AN .!
q0'
122.7
171.8
70.4
9A5
��
• • •BuSfinl)Co•e • • • �., i
Y ' U SP
20"
195.0
195.0
129.0
18D.6
. • • • • NID4-No. • 14-091 t.t1
24"
187.5
195.0
107.5
150.5
Ex iratlon Date 10/26/2023 _ No. T0592 �_
28"
72'
160.7
195.0
92.1
129.0
�7 : -
30'
150.0
195.0
86.0
120.4
By _
• • • • OAiam' roduct ntr • • �`
i
drawing drawing no.
32'
140.6
195.0
80.6
112.9
• • • • • •i • • OF
36'
125.0
175.0
717
100 3
• • • • ."..'" • � © iJ )• 17
• • •• •• • • • % E
• • • • •• • 11111A{L11155
sheet 6 of 7)
• • • • • • • • • •
• • • • • •
• • • • • • •
• • • • • • •
• •• •• • • •
• • • • • • • • •
•
•
•
• •
• ••
•
P PERFORMANCE VALUES
PERFORMANCE VALUES
PERFORMANCE VALUES
ALUMINUM BUCK FRAMING DETAILS
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538) c
TEL (305) 264-8100 FAX. (305) 25269T8
COMP—ANL\W98-100CGI)
OF ALUMINUM BUCK
INSTALLATION ANCHORS
OF ALUMINUM BUCK
INSTALLATION ANCHORS
OF ALUMINUM BUCK
INSTALLATION ANCHORS
REFER 70 SHEETS 3 THRU 6 FOR WINDOW CAPACDIES '
USE LOWER APPLICABLE VALUES.
RIN0017 DIMS.
WINDOW DIMS.
WIND DW DIMS.
WIDTH
HEIGHT
EXT.(+)
INT.(-)
WIDTH
HEIGHT
EXT.(+)
NTH
WIDTH
HEIGHT
EXT.(+)
INT.(-)
20"
110.0
195.0
20"
105.8
120.0
19-1/8'
110.0
195.0
24"
110.0
195.0
24'
90.9
120.0
26-1/2"
110.0
195.0
28"
110.0
186.5
28"
80.5
110.3
37"
26,
110.0
184.2
30'
110.0
182.4
30'
76,
76.3
104.7
42"
110.0
152.4
32"
36"
110.0
179.5
32"
60.0
60.0
19-1/8"
110.0
195.0
36"
110.0
177.3
36"
60.0
60.0
26-1/2"
110.0
172.6
40"
105.8
145.1
20'
102.7
120.0
37"
38-3/8'
110.0
156.3
42"
97.0
120.0
24'
88.2
120.0
42"
95.7
120.0
20"
110.0
179.5
28`
78"
77.9
120.0
19-1/6"
110.0
195.0
24"
110.0
159.6
30°
73.9
101.3
26-1/2"
50-5/8"
110.0
154.7
�I
28'
106.9
146.E
32'
60.0
60.0
37"
94.0
120.0
-
30"
103.5
141.9
20"
110.0
120.0
42'
89.8
120.0
32"
42-
100.7
138.1
24"
97.0
120.0
19-1/8"
109.3
149.9
36'
97.0
120.0
26'
64'
85.5
117.3
2fi-1 /2'
84.8
118.2
III
J
SERIES-238 ALUM OUISNING CASEMENT WOW. (LM.I.))
CGI Windows and Doors, Inc.
10100 N.W. 25TH STREET
MIAMI, FL. 33172
TEL (305) 593-6590 FAX. (305) 593-6592
40'
95.2
120.0
30'
60.0
60.0
37'
63'
67.9
93.1
I.
#14 SMS
42'
95.0
120.0
32"
60.0
60.0
42'
60.0
60.0
1
AT 6' FROM ENDS
20"
110.0
195.0
19-1/8'
110.0
154.8
c-41M'
ill
O.C. MAX. AT HEAD/SILL
17" O.C. MAX. AT JAMBS24"
110.0
177.3
26-1/2"
74-1/4'
86.4
118.524`
[Hill
t'/
#14 SMS
28'
110.0
160.9
37"
50.0
60.0
AT 6" FROM ENDS
30"
110.0
154.8
19-1/8"
109.9
120.0
LilULJ
17" O.C. MAX. AT JAMBS
24° O.C. MAX. AT HEAD/SILL
32"
4B'
109.1
120.0
26-1/2"
76'
84.0
115.2
=
y��
_f=,
�u I
.41
36"
103.5
120.0
37"
BO.,
60.0
,,6..�..�....���*
A
rn
,,,...,,,.........sssp
Ml.a�„��
40'
99.8
120.0
19-1/8`
108.3
120.0
Ir�
L
42'
95.0
120.0
26-1/2'
77'
82.7
113.4
II�Yi
'C
i
N
s
37"
60.0
60.0
tilt till
II-Y_
��
24'
1100
152.0
_ _;n_ellip,
_ig MI
_--�i_
28'
99.8
120.0
-
.
30"
95.5
120.0'
-
54"
91.9
120.036"862
poi-
118.2
TYPICAL ANCHORS TYPE 'A' OR '6'N
TYPICAL32'
ANCHORS TYPE 'C'
t
1
40"
822
1127
AT 6' FROM ENDS AND11\
17" 0.C. MAX. AT JAMBS
AT 6" FROM ENDS AND
17" 0.C. MAX. AT JAMBS
.--.
2
u
REV. PER RER COMMENTS
GENERAL REVISION
NO CHANGE THIS SHEET
UPDA7ED TO 2017 FBC
42"
80.6
110.5
2 1/2' MIN.
17" 0.C. MAX. AT HEAD/SILL
24" O.C. MAX. AT HEAD/SILL
EDGE DISi.
1' MIN
20'
110.0
153.2
24'
97.0
133.0
INSTALLATION TYPE '5' INSTALLATION TYPE '6'
86.8
119.0
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
28"
30"
82.8
113.5
2BY WOOD BUCK OR WOOD STRUCTURES
A - 1/4' DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 K51)
32"
60'
79.4
108.8
TYPICAL INSTALLATION DETAIL PRODUCT
REVISED
36`
73.9
101.3
DIRECTLY INTO CONC. OR MASONRY
ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as complying
Building
with the Florida01
CodeNOA-No.
ao'
60.0
60.0
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
17-0918.11
I",
az"
60.0
60.0
B - 1�4" DIA. UI TRACON BY 'ELCO' (F6-177 KS!. Fy-155 KSI) Expiration
Date 10/26/2023
20"4
110.0075
120.0-
H
•g '"S•g
h
24"
1D7.8
120.0
DIRECTLY INTO CONC. OR FILLED BLOCK
1-1/4" MIN. EMBED INTO CONCRETE
2.500
.845
1
By
29'
95.3
120.0
-.
2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS
.845
.065 Mlam D
• • • • • • •
adePro uctCo I
e©
�
30"
66'
91.3
120.0
.065-
-
r
s92
,
date: 12-04-98
r_w
[dr, 6y: TWO
(ehk. by: 1
32'
872
119.7
T-
C - /14 SMS (GRADE 2 CRS)
;7 •
�.12 •
`• • • ••• •
\\�\\11ii fiQ
' /
.562 i
•
• .
�\.D .
40'
60.0
60.0
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
�--1.435--
9
• • • • • • •
);: OENS
�IB •'•
20"
110.0
154.5
125
.903
24"
97.0
120.0
TYPICAL FDGE DISTANCE
28"
86.0
117.9
INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTVA .QVER •
_
B"
30"
72"
81.7
112.0
• • • • •
INTO WOOD STRUCTURE = 1" MIN. 6063-T6 •
• 6 63-Tc • • .C.''_I•'V /}: • .y OF
`�
32"
77.9
106.9
•
• • • • • • • • • • • • • • • �i` OP,. \��
36"
60.0
60.0
CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. • •• •• •• • • • • ��� S4OIV/ L. e-�`�
/
(sheet 7of 7
• • •
• • IiNtiii111\\
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • •
•
• •• •• • • • •• ••
• • • • • • • • • • •
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGI Windows and Doors, Inc.
10100 NW 25' Street
Miami, FL 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of consfreiction
materials. The documentation submitted has been reviewed and accepted by Miami -,fade County:RER - • •
Product Control Section to be used in Miami -Dade County and other areas where by th%iiui iority •
Having Jurisdiction (AHJ). ••
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Ccxliity Product Control.
Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade st),) reselrve the right •
to have this product or material tested for quality assurance purposes. If this pradttet•cr materi{?fails to
perform in the accepted manner, the manufacturer will incur the expense of such ttStitlb and tl?e may
1rIIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
•
immediately revoke, modify, or suspend the use of such product or material within t1fe:i jurisdiction. RER • •
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Proa.ro4entrol
Section that this product or material fails to meet the requirements of the applicable bilijdg code • • • •
This product is approved as described herein, and has been designed to comply with the F1ori.Building
Code, including the High Velocity Hurricane Zone.
IDESCRIPTION: Series "Sentinel 130" Aluminum -Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window
(L.M.L) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami —Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, 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 NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI-DADE COUNTY
NOA-No. 17-0918.07
Expiration Date: September 22, 2020
Approval Date: November 22, 2017
Page 1
.
•
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0510.13)
2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window
(S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, witl: revision Fdate •
04/10/15, prepared by AI-Farooq Corporation, signed and sea1ed91y J9vad phi• dd,• •.•
P.E. •
. •
.... .
B. TESTS ••
• •
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading perrI 2' TAS 2t)94
2) Large Missile Impact Test per FBC, TAS 201'94•' • • •
3) Cyclic Wind Pressure Loading per FBC, TA 203-V4 • • • • •
along with marked -up drawings and installation diagram of a serie$ 7500 E •fixed.
window, to qualify DuPont "Butacite" PVB interlayer, DuraseaIC } a4. Super cer®• •
insulating glass spacer, prepared by Certified Test Laboratories, Test Rot No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifoun Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Sentinel 130 aluminum
fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
1-ITL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abram, P.E.
(Submitted under NOA No.10 0510.13) /�//�► fa))L P
E-1
Manuel Fez P.E.
Product Control Exa finer
NOA Nod. 7- 18.07
Expiration Date: September 22, 2020
Approval Date: November 22, 2017
D. QUALITY ASSURANCE •
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5tb
Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No.14-0731.05) • • • •
2. Glazing complies with ASTM E1300-09. • • • • • •
• •• •
•• • •
•.• .
1. Miami -Dade Department of Regulatory and Economic Resourc ER) •
•
.•
E. MATERIAL CERTIFICATIONS • • • •
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Dnrelrnours'&'To., Inc.
for their "DuPont SentryGlas® Interlayer' dated 08/25/11, axp1 it!g on QI/14/17.
2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont IleNeanours.&'Co , Inc,
for their "DuPont Butacite® PVB Interlayer" dated 04/11/1 •exp ring o09.�� 11/16'
3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical CompMiy'(MA)
for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5tt' Edition (2014), and of no
financial interest, dated July 18, 2014, issued by AI-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No.14-0731.05)
2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by
Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No.10-0510.13)
3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by
Jaime Gascon, F.E., Supervisor, Product Control Section
G. OTHERS
1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their
Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and
expiring on 09/22/15.
Manuel Perez
Product Control Ex in r
NOA No. 17-0 .07
Expiration Date: September 22, 2020
Approval Date: November 22, 2017
E-2
.••
•
•
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.)
(S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated
08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B. TESTS
1. None.
• •
....
. • •
•
.. • ....
. .
.
.. •
•
C. CALCULATIONS • : :• :• :
•
•1. Anchor verification calculations and structural analysis, complying with. J C 6th . .
Edition (2017), dated July 15, 2017, prepared by Al-Farooq ConrpvrationvAgned and
sealed by Javad Ahmad, P.E. . • .
•2. Glazing complies with ASTM E1300-09. •. •
. . •
.. .
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
.. •
• • •
..•
•
•
•
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 09/07/17, expiring on 12/11/18.
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with
FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their
Series "Sentinel 130" Aluminum Fixed Window — ,.M.l. approve_d913-Q6/25/15 and
expiring on 09/22/20. Ef,-tea,
Manuel P e P.E.
Product Control E miner
NOA No. 17-0918.07
Expiration Date: September 22, 2020
Approval Date: November 22, 2017
E-3
49
FLANGE WIDTH
D.L OPG.
6' MAX.
HEAD/SILL
CORNERS
18" MAX.
SHORTER
SIDES
c9
0
-R-
II
I
II /i II
'Y _IL __
U
a
48"
BUCK WIDTH
D.L OPG.
II
II
II
T
n
11
1I
11
�r
/./
FALSE MUNTINS
(SURFACE APPUED)
FLANGE & FLANGE ADAPTORS FRAME OPTIONAL
SERIES 130 SENTINEL ALUMINUM FIXED WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY
APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS
IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDMON)/2017 (BTH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON -METAWC AND NON -COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, I.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
TB1
I
II
II
_
LL
11
8' MAX.
SHORTER
SIDES
EQUAL LEG FRAME
U
rn
49'
FLANGE WIDTH
D.L OPG.
T1
1
II
II
11
II
T
rB•444
6" MAX.
HEAD/SILL
CORNERS
WINDOW WIDTH
L % J
WINDOW MOTH
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
1 B" MAX.
SHORTER
SIDES
TYPICAL ELEVATIONS
ANCHOR SPACING SHOWN HEREIN APPLICABLE,
TO FLANGE AND FLUSH FRAMES.
SEE SHEET 1.1 FOR FIN FRAMES.
96"
BUCK HEIGHT
D.L. OPG.
/d.
01
II it �� ji II 11
II II II
II II / II
6" MAX.
CORNERS
17" MAX.
STRAIGHT
SIDES
DAYI RE OPENINGS:
D.L.O. HEIGHT = BUCK HEIGHT - 3.00"
D.L.O. WIDTH = BUCK WIDTH - 3.00"
W. WIDTH1
0
5
LAM GLASS
INSULATING LAM.GLASS
LARGE MISSILE IMPACT
SMALL MISSILE IMPACT
• • • • • ••
•• •("•D • •
3• �� •�/ • • •y, • •
•'-'• •
• u-'- - -rF•-I • • • • • • •
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMIL2•C l•
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR R TA LE
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOS •S APES. By
•-11 --711 Miami
• •
• • • • •
• • •
• • •
• • • •
• •• ••
PRODUCT REVISED
as complying with the Florida
Building Code
Non -No. 17-0918.07.
• • • •
Expiriion Date4109
•
• O
• •'.
•
t •
• •
•
• • • • • • •
• • • • •
• • • • • •
• • • • • •
• • • •• ••
• • • • • •
ATE OF
is
OR . F MO�.•��,*'
••w eo,
YirnIF11�
0
0
0
8
=J
f
V
1
a
0
n
c
5
B
NO CHANGE THIS SHEET
a
c
1
drawing no.
W10-02
(sheet 1 of 6
6" MAX.
HEAD/SILL
CORNERS
48"
BUCK WIDTH
D.L OPG.
16" MAX.
r STRAIGHT
SIDES
11
II
II
II
I I
II
11
48"
BUCK WIDTH
D.L OPG.
m
f8
4 -
1L
1rr
It II
_JL 'V 11
�r
!t
T
II
II
FALSE MUNTINS
(SURFACE APPIJED)
OPTIONAL
18" MAX
STRAIGHT
SIDES
8" MAX.
HEAD/SILL
CORNERS
FIN FRAMES
48"
16" MAX.
STRAIGHT
SIDES
O
6" MAX
CORNERS
TYPICAL ELEVATIONS
96"
BUCK WIDTH
D.L OPG.
ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES
• • • • • • • •
• • • PRMUC7•REV?SEb • •
as complying with the Florida
Building Code
NOA-No. 17-0918.07
• • • •
••E,iration��tt 09/2 S O • •
•
• • • g�. • •
••• •• • M. �:de -•
*du on • •
• • • • • _ •
•• • • • • • • • • ••
•
•• •• • c;fh4i 9 ZQS7
•
<s.
16" MAX.
STRAIGHT
SIDES
11311 III ,,,
)P•'v}GENS•!0
.TATE OF 40
SERIES SENDNEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.)
N
a
U
FAX (305) 593-6592
5
0
5
5
5
ND CHANCE THIS SHEET
UPDATED 10 2017 FHC
o`
b
c
a
drawing no.
W10-02
sheet 1.1of 6
•• •
•
•
•
•
• • • • • • • •
• • • • • •
• • • • • • •
• • • • • • • •
• •• • • • •• ••
• • • • • • •
DESIGN LOAD CAPACPPY - PSF
DESIGN LOAD CAPACITY - PSF
W
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 9538) C
TEL (305) 2648100 FAX. (305) 262-6978
COMP-ANL\W10-02C01)
FLANGE DIMS.
BUCK DIMS.
GLASS TYPES 'C'8'Ci'
GLASS TYPES 'D'k'D1'
FLANGE DIMS.
BUCK DIMS.
MASS TYPES 'C'k'CI'
GLASS TYPES 'D'k'D1'
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
EXT.(+)
1NT.(-)
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
EXT.(+)
1NT.(-)
24"
23'
80.0
80.0
80.0
80.0
24"
23'
80.0
80.0
80.0
80,0
30'
29-
80.0
80.0
80.0
80.0
30"
29-
80.0
80.0
80.0
80,0
L
36'
35'
80.0
80.0
80.0
80.0
36"
114'
35"
113'
73.0
73.0
80.0
80.0;
42'
36.
41"
35"80.0
80.0
80.0
80.0
41'
40'
61.4
61.4
80.0
80.0
48'
47"
80.0
80.0
80.0
80.0
24'
23"
80.0
80.0
80.0
80.0
!%;:%
54'
53'
80.0
80.0
80.0
80.0
30"
120'
29"
119"
80.0
80.0
80.0
80.0
3
60"
59"
80.0
80.0
80.0
80.0
36"
35'
72.4
72.4
B0.0
80.0
1
61"
60'
80.0
80.0
80.0
80.0
39•
38'
65.8
65.9
80.0
80.0
24•
23"
80.0
80.0
80.0
80.0
24'
23'
80.0
80.0
80.0
80.0
.1016
30"
29"
80.0
80.0
80.0
80.0
30'
29'
80.0
80.0
80.0
B0.0
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE
36"
35"
80.0
80.0
80.0
80.0
36"
121'
35'
120"
72.3
72.3
80.0
80.0
42'
48"
41'
47.
70.2
70.2
80.0
80.0
39"
38'
65.8
65.8
80.0
80.0
48"
47'
61.3
61.3
80.0
80.0
54'
53"
61.3
61.3
80.0
80.0
. " 7`P.
BUCK DIMS
14•I
6'
61.3
61.3
80.0
80.0
611
60"" 60"
61.3
61.3
80.0
80.0
DESIGN LOAD CAPACITY - PSF
SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.))
CGI Windows and Doors, Inc.
10100 N.W. 25TH STREET
MIAMI, FL. 33172
TEL. (305) 593-6590 FM. (305) 593-6592 I
24"
23"
80.0
80.0
80.0
80.0
FLLN'GE DIMS.
BucK DIMS.
GLASS TYPES 'CTC1."
GLASS TYPES 'D'k'DI'
FLANGE FRAMF
30'
29'
80.0
80.0
80.0
80.0
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
EXT.(+)
1NT.(-)
36'
35"
80.0
80.0
80.0
80.0
19-1/8"
18-1/8"
80.0
80.0
80.0
80.0
42'
60"
59" 59"70.2
70.2
80.0
00.0
26-1/2"
25-1/2'
80.0
80.0
80.0
80.0
FLANGE DIMS
48'
47"
61.3
61.3
80.0
80.0
37'
36'
80.0
80.0
80.0
80.0
BUCK DIMS
54"
53'
54.3
54.3
72.5
72.5
48"
26,
47'
25,
80.0
80.0
80.0
80.0
60•
59'
48.8
48.8
65.1
65.1
53-1/8"
52-1/8"
80.0
80.0
80.0
80.0
61"
60'
48.8
48.8
65.1
65.1
61"
60"
80.0
80.0
80.0
80.0
i
24•
23"
80,0
80.0
80.0
80.0
19-1/8'
18-1/8"
80.0
80.0
80.0
80.0
30"
29"
80.0
80.0
80.0
80.0
26-1/2"
25-1/2"
80.0
80.0
80.0
80.0
1-
fGUAL I FG FRAMF
36•
35"
B0.0
80.0
80.0
80.0
37'
38-3/8"
36'
37-3/8"
80.0
80.0
80.0
80.0
42•
41'
70.2
70.2
80.0
80.0
48'
47'
77.1
77.1
80.0
80.0
F
BUCK DIMS
48'
72.
47'
71.
61.3
61.3
80.0
80.0
53-1/8'
52-1/8'
77.1
77.1
80.0
80.0.
7
60'
5'
54.3
54.3
72.565.1
61'
60'
77.1
77_1
80.0
80.0
60'
S9'
4
48.8
48.8
65.1
65.1
19-1/8'
18-1/8'
80.0
m6,�1£°'oSS
o b b b t• o b b
80.0
80.0
61'
60•
48.0
48.0
64.0
64.0
26-1/2"
25-1/2"
., 80.0_
80.0
80.0
;i FIN FRAMF
24"
23"
80.0
80.0
80.0
80.0
IN] 37.. •
50-5/8_
36'
I
80.0
80.0
80.0 -�.7
8
n
u
WOW. SIZES ADDED
NO CHANCE THIS SHEET I1
M
H
-
ry
g Ls,k
00 i
j 2
2
ry
R
30'
29"
80.0
80.0
80.0
80.0
48'
47'
61.3
80.0
80.0
' BUCK DIMS
36"
35"
78.2
78.2
80.0
80.0
53-1/8'
52-1/8'
49-5/8'
58.0
77.4
77.4
��
42"
84.
41"
83'
70.0
70.0
80.0.
80.0
61•
60"
58.0
77.4
77.4
P
48"
47'
61.3
61.3
80.0
80.0
75-1/4'
74-1/4'
58.0
77.4
77.4
'
'
'>••
54-
53"
54.3
54.3
72.5
72.5
93-3/4"
92-3/4"
58.0
76.5
76.5
FLANGE ADAPTOR FRAME
` e
56"
55'
52.4
52.4
69.8
69.8
19-1/8'
18-1/8"
80.0
80.0
80.0
80.0
I
-I-
24"
23'
80.0
80.0
80.0
80.0'
26-1/2"
2713
25-1/2"
„ 80.0
80.0_
80.0
80.0
FLANGE DIMS
30•
29'
80.0
80.0
80.0
80.0
37
(63 `
36'
I
80.0
80.0 L
80.0
80.0
36'
97"
35'
96"
75.6
75.6
80.0
80.0
48"
47"
62"
61.3
61.3
80.0
80.0
NOTE:
GLASS CAPACFIES ON THIS SHEET
a
42-
41'
65.2
65.2
00.0
80.0
53_1/8'
52-1/8'
,. 55.3 _
_ 55.3
73.7
73.7
ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
m U
o o
'
a
o x
8
48'
47"
60.6
60.6
80.0
80.0
t 6111
1(p
60"
- 48.0
48.0 1
64.0
64.0
AND FLORIDA BUILDING COMMISSION
49'
48"
59.6
59.6
80.0
80.0
75-1/4"
74-1/4"
46.5
46.5
61.9
61.9
DECLARATORY STATEMENT DCA05-DEC-219
24"
23'
80.0
80.0
80.0
80.0
19-1/8"
18-1/8"
•841.0 ••
.0.0•
•80.0••
8:0 :
•••
II11
m c"
a
w ""
30"
29'
80.0
80.0
B0.0
80.0
26-1/2-
25-1/2"
,
• 80.0
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:Bo.:
• 8:0 •
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e
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9
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36"
102'
35'
101 •
74.6
74.6
80.0
80.0
37"
36'
a •78.9
• �8.9 •
•80..
• B�0• •
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LI �. V B•-•
42'
41'
65.7
65.7
80.0
80.0
48'
76"
47'
75'
60.3
.
1.3 •
. '•
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•
810 4
. C 9 G.1
• •
46'
45'
59.3
59.3
80.0
80.0
53-1/8•
52-1/8"
. •
•e55.3
•
55.3
73.7
73.7
PRODUCT REVISED ^•70592
24"
23"
80.0
80.0
80.0
80.0
61"
60"
48.0
48.0
84.0
64.0
as complying with the Florida
Building Code '-
, =
-
30'
29'
80.0
80.0
80.0_
80.0
NOA-No. 1T-0918.D7 f
36"
108"
35"
107"
73,8
73.8
80.0
80.0
ANCHOR SPACING TO BE AS PER 6HEEIS 1 lik 1.1
• • � ••• • . ATE OF ({/;
• I�ti Date 09 2020
drawing no.
W1 D-0Z
42"
41'
62.4
62.4
80.0
80.0
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44'
43'
59.1
59.1
80.0
80,0
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3/16" ANN. GLASS
075" Interoyer
Saflex CP With PET Coro.
By 'Eastman Chemical Co.'
0R
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By 'Kuraray Americo, Inc.'
0R
.090" Inter -foyer
Trosifol PVB
By 'kuroray America. Inc.'
3/16" HEAT STREN'D GLASS
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GE 1200
DOW CORNING 899
DOW CORNING 995
(L.M.I. &
3/16" HEAT STREN'D GLASS
.075" Interlayer
Saflex CP With PET Core
'Eastman Chemical Co.'
OR
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
OR
.090" Interlayer
Trosifol PVB
By 'kuroray America, Inc.'
3/16" HEAT STREN'D GLASS
I I
®AT 1/4 POINTS ON LITES
WIDER THAN 36"
GLASS TYPE 'D'
7/16' OVERALL LAM. GIA55
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
3/8" AIR SPACE
3/16' HEAT STREN'D GLASS
K
O
7.
/EC
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3/16" ANN. GLASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By Kuraray America, Inc.'
OR
090" Interlayer
Trosifol PVB
By 'kuroray Americo, Inc.'
3/16" HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
3/8" AIR SPACE
3/16" HEAT STREN'D CLASS
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'OUANEX'
OR
SUPER SPACER BY 'OUANEX'
AT 1/4 PO NTS ALL SIZES
GLASS TYPE 'CI'
1' OVERALL INSUL LAM. GLASS
(S.M.I.)
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'Cr At 'D1' MUST BE TEMPERED.
(L.M.I. ONLY)
3/16" HEAT STREN'D GLASS
.075" Interlayer
Scflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
0R
090" Interlayer
SentryGlos
By 'Kuraray America, Inc.'
OR
090" Interlayer
Trosifol PVB
By 'kuroray America, Inc.'
3/16' HEAT STREN'D GLASS
•• •
AT 1/4 PO NTS
SILICONEE 1200
OW CORNING 899
OW CORNING 995
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
•OR• • • • • ••
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•OR • • • • • • •
•SURER '& 'I!(' •
• • • • • • • •
• • • • • • • • •
ALL SIZES
GLASS TYPE 'D1'
1" OVERALL INSIL L/444l SS • • • •
• • • • •
• • • • • • •
• • • • • •
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•
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GE 1200
,�. DOW CORNING 899
DOW CORNING 995
� p
SILICONE ''
GE 1200 F
DOW CORNING 899
DOW CORNING 995
PRODUCT REVISED
complying with the Florida
Building Coda
NOA-No. • 17-0918.07
raft 09/22r2020
•
• • • • • • • • •
• • • • • •
• • • • • • •
• • • • • • • •
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GLASS TYPES 'Cl' & `Dt'
OF
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FAX. (355) 593-6592
0
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W10-02
(sheet 3 of 6
' TYPICAL INSTALLATION DETAILS
4.1(/
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COMP-ANL\W10-02CGI)I
THESE' DETAILS ARE TYPICAL•ON ALL FOUR SIDES OF WINDOW
-,
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (CA.IY. 3533)
TEL (305) 26443100 FAX (305) 25241978
INSTALLATION DETAILS THRU 1X
i , WOOD BUCKS INTO CONCRETE
FLANGE ���JJJ
INSTALLATION DETAILS THRU 2X
BUCKS OR INTO WOOD STRUCTURES
FLANGE TYPICAL EA ANCHORS
INSTALLATION DETAILS
DIRECTLY INTO CONCRETE
FLANGE 1/4' MAX.
INSTALLATION DETAILS INTO METAL
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MIAMI, FL. 33172
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F 04.10.15 NO CHANCE THIS SHEET
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Non -No. 17-0918.07
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW.
Expiration Date 09/22/2020
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
2 /
'
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
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INTO 26Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
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INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
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ALUMINUM: 1/B" THK. MIN. (6063-T5 MIN.)
STEEL' 1/B" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTO •
• •
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ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL (305) 264-8100 FAX. (306) 262-13978
COMP—ANL\Wb
INSTALLATION DETAILS THRU 1X
WOOD BUCKS INTO CONCRETE
FLANGE ADAPTOR
INSTALLATION DETAILS THRU 2X
BUCKS OR INTO WOOD STRUCTURES
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INSTALLATION DETAILS
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CGI Windows and Doors, Inc.
10100 N.W. 25TH STREET
MIAMI, FL. 33172
TEL. (305) 593-6590 FAX. (305) 593-6592
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.._ _
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a
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THE USE OF DEEPER' OR
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H JSFNOT Y WRAPea 0
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NJ T,1.„ -
1
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1
Building Code
17-0918.07
_
• • • •
TYPICAL ANCHORS ���N___O��-A��,��--No.
• • ELEV.
P i. • . WU�atlon Date 09,22,2020
O. e. OF l{/�
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• • • • • • • • • • • .
• • • • • • • •
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E1
FLANGE FRAME
FLUSH FRAME/FlN FRAME
GLAZING BEAD (LAM. GLASS)
-.120
.995
1
E4 GLAZING BEAD (LAM. INSUL. GLASS)
L
.500
.125
GLAZING ANGLE (LAM. INSUL GLASS)
1.130-1l--.065
lsly"so
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1.395
1.680
NAIL FIN ADAPTER
.550
E6 FLANGE ADAPTOR
.160
L .180
050�
065
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.050
OSCREW COVER
rrEM
FART 11
QUANTTY
DESCRIPTION
MATERIAL
MANF./5UYYUM/REMARKS
E1
CM-118
4/ WDW.
FLANGE FRAME
6063-T6
-
E2
CGI-119
4/ WDW.
FLUSH FRAME/RN FRAME
6063-T6
-
E3
CM-121
4/ WDW.
GLAZING BEAD (UM. MUSS)
6063-76
-
E4
CM-123
4/ WDW.
GLAZING BEAD (LAM. INSUL GLASS)
6063-T6
-
E5
CM-110
4/ WDW.
NNL FIN ADAPTOR
6063-T6
-
E6
CM-109
4/ WOW.
FRONT FLANGE ADAPTOR
6063-T6
-
M1
CM-3612V
AS READ_
GAZING BULB VINYL
PVC
DUROMETER 75-80 SHORE A
M2
CM-124
AS READ.
SCREW COVER- OPTIONAL
PVC
-
M3
CGI-112
AS READ.
FLUSH FRAME COVER
PVC
-
M4
-
OPTIONAL
GLAZING ANGLE (1 X 1/2 X 1/8")
6063-75
-
M5
-
2/ UTE
SETTING BLOCKS
EPDM
DUROMETER 85±5 SHORE A
S2
110 X 1-1/4'
2/ CORNER
ASSEMBLY SCREW PHL PH SMS
ST/ST
-
CIRCULAR WINDOWS
WELDED JOINT
AT ENDS
RECT. OR SQUARE WINDOWS
TYP. CORNER DETAILS
•• • • • • • • • • ••
•
• • •
• • • •
•
•• • • • •• • • • ••
c fl `u17
PRODUCT REVISED
as complying with the Florida
Building Code
NO`1-No. 17-09113.07
• • • •
• • • •
• • ,• • •• • phltlon Date 09/22/2020
• • • • • • • • • o
• • • • • • • •• gy
• • •• • •• • Min ado ro•uc Co r•1
• • • •
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• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
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• • • • • • • • • • •
J
NEL 130 ALUM F1XED
23
COMP -ANL\W10-02CGJ
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FAX. (305) 593-6592
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGI Windows & Doors, Inc.
10100 N. W. 25th Street
Miami, Fl. 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materiaI•fails tp
meet the requirements of the applicable building code. . • •• . • • •• • .
•
This product is approved as described herein, and has been designed to comply with the Flori} da •
Building cele;
including the High Velocity Hurricane Zone. • .
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.ov/economv
IDESCRIPTION:'Series f 160:Senti'nel' Aluminum Outswing'Glazed'Doors'w/wo Side'lities�•VE— • •
APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alumcutswing Dop;..
• •
(L.M.I./S.M.L)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq CorpojiriQ47dated.(1r1 3/13 and
last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cpuut 4 Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Daae Couinty ontrdl
•
Section. • • •
MISSILE I'VIPACT RATING: Large and Small Missile Impact
• •. ...
•. • . . •
..•
.
Limitations:
1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in
sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly.
2. See glazing option in sheets 1 and 1.1 and locking hardware options in sheet 9.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall beconsidered 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.
TERMTNATION 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 # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
rNOA No:17.1226.05'
Expiration Date: August 08, 2023
Approval Date: February 22, 2018
Page 1
.
•
.•
•
•
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below)
2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of
11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on
AUG 05, 2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under file #13-0226.06)
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifoini Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • •
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202. 94 . •••••• •
Along with manufacturer's parts and section drawing marked -up drawings Eialuiininuniurw/ •
•
sidelites, by American test Lab of South Florida, Inc., Test Report No. ATI/SF;2218.01 'f2 dated •
02/11/2013, signed and sealed by Henry Hatem, P.E. • •
2. Test reports on: 1) Unifoini Static Air Pressure Test, Loading per FH '�'S 204.9 •'•• •
2) Large Missile Impact Test per FBC, TAS 201-94 • • • •
3) Cyclic Wind Pressure Loading per FBC, TAS 20344•• • ••••
•
Along with manufacturer's parts and section drawing marked -up drawings orlitYlinum sidelites, •
issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample /3) dated 041t5f2015, • •
signed and sealed by Ramesh Patel, P.E ...• • •• • ••
• .•
•• •
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th
Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on
AUG 04, 2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 and -2009.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their
"DuPont Sentry Glass ® Interlayer", expiring on 01/14/17.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16.
3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core",
expiring on 12/11/18.
Jorge M. Plasencia, P.E.
Pr duct Control Unit Supervisor
NOA No 17-1226.05
Expiration Date: August 08, 2023
Approval Date: February 22, 2018
•
E-1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance and addendum letters, as part of the above referenced test reports.
G. OTHER
1. This file NOA revises # 13-0226.06, expiring 08/08/18.
2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS •""•
1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outs;yipipoor
sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Faroo4Loxporatiore,.dded '
01/03/13 and last revised on 02/13/18, signed and sealed by Javad Akrriael, P.E. • •
B. TESTS
....
. .
.... .
....
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • ..:. •
2) Uniform Static Air Pressure Test, Loading per Fli1G i'44S 202-94 • •
3) Water Resistance Test, per FBC, TAS 202-94 • •
4) Large Missile Impact Test per FBC, TAS 201-94: •'
5) Cyclic Wind Pressure Loading per FBC, TAS 203•-94 •
• • •• • •
•Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/
sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17,
signed and sealed by Idalmis Ortega, P.E.
•
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition
(2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad
Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
orge M. Plasencia, P.E.
Prod t Control Unit Supervisor
NOA No 17-1226.05
Expiration Date: August 08, 2023
Approval Date: February 22, 2018
E-2
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry
Glas® (Clear and White) Interlayer", expiring on 07/04/23.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflex Clear & Color glass Interlayers", expiring on 05/21/21.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their
"Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on
12/11/18.
4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol®
Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19.
F. STATEMENTS
1.
•
Statement letter of conformance to FBC 6th Edition (2017) and of in ngncial ipivest . •
prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by.JavadAgniad, P.T.•.:•
G. OTHER
1. This NOA revises NOA #14-1015.04, expiring on 08/08/18.
2. Test proposal #16-0947, dated 07/26/16, approved by RER.
....
.... .
. .
..•
..
• • .
• .
•
•
• . .
.. .
.
..•.
....
•
•
•
•
• .
•
•• . • .
. . •
orge M. Plasencia, P.E.
Produlct Control Unit Supervisor
NOA No 17-1226.05
Expiration Date: August 08, 2023
Approval Date: February 22, 2018
E-3
z
SERIES SENTINEL 160
ALUMINUM OUTSWING DOOR Wf SIDELITES
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELITES.
SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR.
DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER
INFILTRATION RESISTANCE.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY 0R 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
/16 ANN. GLASS 3/16' HEAT STREN'D GLASS
.075' Soflex CP With PET Core
— By 'Eastman Chemical Co.'
— .090" Soflex Clear And Color Gloss
By 'Eastman Chemical Co.'
_ .090" SentryGlas
By 'Kuraroy America, Inc.'
_ .090" Trosifol PVB'
By 'Kuroray America, Inc.'
NTERLAYERS
3/16' ANN. GLASS
SILICONE
DOWSIL 995
DOWSIL 899
GE-1200
AT 1/4 POINTS
GLASS TYPE 'A'
7/16' OVERALL LAM. GLASS
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
GLAZING OPTIONS
•
• •
STEP 1
STEP 2
STEP 3
STEP 4
7FP 5
THE LOWEST VALUE RESULTING FRRM STEPS 3
AND 4 SHALL APPLY TO ENTIRE SYSTEM.
• •
INTERLAYERS—
_ .090' SentryGlos
By 'Kuraroy America, Inc.'
.090' Trosifol PVB
By 'Kuraroy America, Inc.'
3/16' HEAT STREN'D GLASS
.075" Soflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Soflex Clear And Color Glass _
By 'Eastman Chemical Co.'
SILICONE
DOWSIL 995
DOWSIL 899
GE-1200
AT 1/4 POINTS
GLASS TYPE 'B'
7/16' OVERALL LAM. GLASS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-1226.05
Expiration Date 08/08/2023
By
Miami-0 a Product Control
DOO• •RS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT.
• • • • • • • • • SHUTTER, ARE NOT REQUIRED.
•
• •
DETERMINE DESIGN WIND LOAD REOUIREMEI* B SED
ON WIND VELOCITY, BLDG. HEIGHT, WINO IONE • • • • • • • • • •
USING APPLICABLE ASCE 7 STANDARD.
FOR SINGLE (X) AND DOUBLE (XX) 000R CAPACITIES
SEE SHEET 2.
FOR SIDELTE PANEL (0) CAPACITY 9[E SHR7• 1 • • • •
FOR SIDELITE COMBINATION WITH cipOR• • • • •
SEE MULLION CAPACITY CHART ON SHEET 4. • • • •
•
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FEB 1 5 ?018
• •
• • • • •
• • • • •
• • •• • •
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• • • • • •
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3/16' TEMPERED GLASS
3/8" AIR SPACE
3/16" ANNEALED GLASS
.090" Interlayer
Saflex Gear And Color Glass
By 'Eastman Chemical Co,'
3/16' TEMPERED GLASS
3/8" AIR SPACE
3/16' ANNEALED GLASS
.075" Interiayer
Sofles CP With PET Core
By 'Eastman Chemical Co.'
r3/16" HEAT STREN'D GLASS ` 3/16' HEAT SIREN•D GLASS
SILICONE
DOWSIL 995
r DOWSIL 899
GE-1200
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
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AT 1/4 POINTS
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" OVERALL INSUL LAM. GLASS
3/16' TEMPERED GLASS
3/8- AIR SPACE
3/16" ANNEALED GLASS
_ .090" SentryGlas
INTERLAYERS— By 'Kuraray America, Inc.'
.090' Trosifol PVB
By 'Kuraray America, Inc.'
3/16' HEAT STREN'D GLASS
SILICONE SILICONE
DOWSIL 995 DOWSIL 995
DOWSIL 899 DOWSIL 899
GE-1200 GE-1200
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SUPER SPACER BY 'QUANEX'
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AT 1/4 POINTS
GLASS TYPE 'C2'
1' OVERALL INSUL LAM, GLASS
GLAZING OPTIONS
/
AT 1/4 POINTS
GLASS TYPE 'C3'
1' OVERALL INSUL LAM. GLASS
•• ••• • • • • • ••
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
0R
KODISPACE 4SG TPS BY 'KOMMERUNG'
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-1226.05
Expiration Date 08/08/2023
By
Mia roduct Control
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• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
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HINGES
SEE NOTE
BELOW
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HEAD/SILL
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42"
DOOR FRAME WIDTH
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LEAF -HEIGHT
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GLASS TYPES 'A', '8', 'C1', 'C2' B 'C3'
FRAME
LEAF
WIDTH
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LOCK SETS
INSUL GLASS SPACERS
WIDTH (X)
WIDTH (XX)
.HEIGHT
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72"
44.96" )
35"
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80.0
80.0
80.0
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42"
81-1/2"
96"
39-3/4"
80.0
70.0
80.0
80.0
70.0
70.0
80.0 {•,
NOTE:
VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
NOTE:
FLUSH BOLTS AND LOCKS MUST BE
ENGAGED TO HEAD AND SILL DURING
PERIODS OF HURRICANE WARNING.
SEE CHART FOR QUANTITY
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
LOCK CfTS•
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D.L.O. HEIGHT = FRAtME•FIU'HT . 12.835" •
D.L.O. WIDTH (X DOORS). = ERAM4 WIDTH - 13•'5" • •
D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 35)/2•
HINGES
SEE NOTE
BELOW
HEAD ANCHORS QUANTITY AT STILE ENDS
ANCHOR TYPE
SHIM
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1/4"
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4
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6
6
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SINGLE OR DOUBLE DOORS
WITH SADDLE (ADA) SILL
HINGES:
4" X 4-1/2' BUTT HINGES
TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END
INTERMEDIATE HINGES EQUALLY SPACED
(3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY)
(4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD)
(4) HINGES PER LEAF ,ALL WIDTHS (SADDLE THRESHOLD)
••
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PRODUCT REVISED
as complying with the Florida
•Building, Code
• NIOA-No.• 17-1226.05
• •JJPirotio• �Date 08/08/2023
• • •
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SIDELfTE WIDTH
6' MAX.
HEAD/SILL
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D.L. OPG.
TYPICAL ELEVATION
( 0 )
65 1/2" MAX.
42-
81 1/2"
42"
SIDELITE WIDTH
6" MAX.
HEAD/SILL
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WIDTH
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80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.o
80.0
30"
33"
36'
37-1/8'
39'
42"
90'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
B0.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
-
70.0
70.0
80.0
80.0
30"
33"
36"
37-1/8"
39"
42"
96"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80,0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
-
70.0
70.0
80.0
80.0
-
-
70.0
70.o
80.0
80.0
37 1/8"
D.L. OPG.
SIDELITE OPTIONS
GLASS INSU) ATOR I IMfTAT10NS FOR SIOF1 TIT
WIDER THAN 37-1/8' ONLY
90' do 96' HEIGHTS
FOR GLASS TYPES 'C2' & 'C3'
QUANEX DURASEAL & SUPERSPACER NOT ALLOWED
FOR GLASS TYPE .C3'
CARDINAL XL (OMIT MAX. LOADS TO 370.0 PSF)
28 1/4"
•
D.L. OPG.
4 ANCHORS
TYPICAL ELEVATION TYPE '13'
AT STILE AND
( OXXO ) MULLION ENDS
•• ••. • • • • • ••
37 1/8'
D.L OPG.
SEE CHART FOR QUANTITY
HEAD ANCHORS QUANTITY
AT STILE & MULLION ENDS
ANCHOR TYPE
SHIM
'A'
'8'
'C'
1/4-
4
4
4
3/8-
6
6
6
1/2'
7
7
-
FASTENERS SAME LOCATIONS
AS ANCHORS SHOWN ON
SHEET 2
SURFACE APPLIED
FALSE MUNI1NS
MAY BE USED
NOTE:
THE FRAME AREA OF ALTERNATE SIZE MUST NOT
EXCEED TESTED FRAME AREA = 110.3 SQ. Ff.
• • • `41
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SIDELITE D L 0 DIMS • • • •• • • • • •• • • B6• � i 17-1226.05 1 ' L
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D.L.O. WIDTH = SIDELITE WIDTH - 6" STANEIVNE� VELRE MNLT. • • or • � ,...9 "�C!\ `
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Si • • • • • • • • • • •
• • • • • • • •
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8
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drawing no.
W13-01
sheet 3 of 13
DESIGN LOAD CAPACITY - PSF
DOOR
SIDELITE
SIDELITE TO DOOR MULLION
SIDELITE
LEAF
FRAME
(SEE NOTE BELOW)
WIDTH
INCHES
WIDTH
INCHES
HEIGHT
INCHES
Exr.(+)
INT.(-)
24
80,0
80.0
30
80.0
80.0
33
80.0
80.0
36
39-3/4
84
80.0
80.0
37-1/8
80.0
80.0
39
80.0
80.0
42
80.0
80.0
24
80.0
80.0
30
80.0
80.0
33
80.0
80.0
36
39-3/4
90
80.0
80.0
37-1/8
80.0
80.0
39
80.0
80.0
42
80.0
80.0
24
80.0
80.0
30
80.0
80.0
33
80.0
80.0
36
39-3/4
96
78.3
78.3
37-1/8
77.2
77.2
39
75.4
75.4
42
72.6
72.6
SIDELTE WIDTH
LEAF WIDTH
DOOR FRAME WIDTH
SINGLE (X) 42" MAX.
DOUBLE (XX) 81-1/2" MAX.
SIDELITE TO DOOR
NOTE:
FOR DOORS CAPACITY SEE SHEET 2
FOR SIDELITE CAPACITIES SEE SHEET 3.
FOR SIDELITE MUWON CAPACITY SEE CHART .ABOVE
LOWER VALUES FROM DOORS, SIDELITE, D00R/SIDEUTE
OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE SYSTEM.
DOOR
FRAME
WIDTH
SIDELITE
WIDTH
��
SIDELITE DOOR FRAME
r WIDTH II WIDTH
SIDELITE
DOOR
FRAME
SIDELITE
WIDTH
WIDTH
WIDTH
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END ANCHORS
SEE SHEET 3
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DOOR SOLE
END ANCHORS
SEE SHEET 1
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SIDELITE
DOOR FRAME
DOOR
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NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
RASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
• • • • • • • • • • • • • DECLARATORY STATEMENT DCA05- DEC-21 9
• • •
•
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PRODUCT REVISED
as complying with the Florida
Building Code
• • • • • NOnra• 126.06 74i2
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••• • • • • ••• • •
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• • • ••• • • •
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sheet 4 of 13
8
EDGE DIST
CONCRETE
i
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
I63-a or `
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Li
EDGE DIST.
POURED Et HARDENED
HIGH STRENGTH GROUT
f'c 5000 PS MIN.
NOT BY COI WINDOW
MUST TRANSFER SHEAR
LOADS TO STRUCTURE
LOAD BEARING
(SOUS SHIMS
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M
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TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
STANDARD THRESHOLD
APPROVED FOR WATER INFILTRATION RESISTANCE
• •
• •• • • • ••
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SEE ELEVATIONS
FOR SWING • • • •
• • • •
• •
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NOT APPROVED FOR WATER INFILr ileN RESISTANCE
LIMIT MAX. DESIGN LOADS TO ±70. PSF
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• •
• • • •
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• •• • •
• • •
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-1226.05
Expiration Date 08/08/2023
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sheet 5 of ) 3
••• • • • • ••• • •
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• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1BY WOOD BUCK
SEE NOTE SHEET 1
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE 'A— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
MIN. LENGTH = 2-3/4"
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD)
1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS)
TYPE 'E'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
MIN LENGTH = 2-3/4"
DIRECTLY INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS)
TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 cRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2- MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD 0R JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
ANCHORS MAY BE HEX OR FLAT HEAD.
2BY WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1
mi
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TYPICAL ANCHORS
SEE ELEVATIONS
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CLIPPED MULLION
SEE SEPARATE NOA
• FEB 1 5 201E
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•• ••• •• • • • ••
• • • • • • • • • •
• • • • • • • • •
• • • • • • • • • • •
• • • • • • • • • • •
••• • •• i DOOR PETAIL9•• •••
TYP CAL ANCHORS
SEE ELEVATIONS
FOR SPACING
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-1226.05
Expiration Date 08/08/2023
Dad roduct Control
70592
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3/8" MAX.
LOAD BEARING
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METAL
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LOAD BEARING',
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DOOR FRAME WIDTH
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D.L. OPG.
LEAF WIDTH
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TYPICAL ANCHORS
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EXTERIOR LEAF WIDTH
•
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• •
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NOA-No. 17.d22f•-•Q6• • • • • • •
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AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL (305) 284-6100 FAX. (305) 262-8978
COMP-ANL\W1
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SERIES SENTINEL 160 ALUM OUISWING DOOR (LM.I./5.61.1.)n
CGI Windows and Doors, Inc.
10100 N.W. 25TH STREET
MIAMI, FL. 33172
TEL. (305) 593-6590 FAX. (305) 593-6592 v
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ITEM
PART No.
QUANTITY
DESCRIPTION
MATERIAL
MFG. / REMARICS
I DUMMY
1
AL-189
AS REGD.
FRAME HEAD & SILL
6063-T6
KEYMARK / SAPA
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2
AL-190
AS REGD.
FRAME JAMB
6063-T6
KEYMARK / SAPA
410.0 IT-r---�__ _ _J
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL. (305) 2848100 FAX. (305) 262-6978
_
3
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3
AL-196
AS READ.
SIDELTTE HEAD & SILL
6063-76
KEYMARK SAPA
/
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4
AL-197
AS READ.
FREE STANDING SIDELITE JAMB
6063-T6
KEYMARK / SAPA
ACTIVE LEAF i CI)1-_IINACTIVE LEAF
5
AL-198
AS READ.
MATING SIDELITE JAMB
6063-76
KEYMARK / SAPA
I���1 illPANIMBIEVai
6
AL-193
AS READ.
PANEL TOP & BOTTOM
5063-T6
KEYMARK / SAPA
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7
AL-194
AS READ.
PANEL VERTICAL S11LE
6063-T6
KEYMARK / SAPA
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8
AL-199
AS READ.
SHEAR BLOCK
6063-76
KEYMARK / SAPA
I
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& SILL SCREW COVER
6063-T5
KEYMARK / SAPA
3•� -_
9
10
AL-191
AL-192
AS REOD.
AS RE00.
FRAME HEAD
FRAME HEAD & SILL SLANTED SCREW COVER
6063-T5
KEYMARK / SAPA
tin
11
AL-121
AS READ.
GLAZING BEAD (7/16" LAM.)
5063-75
KEYMARK / SAPA
OPERATION OF DEADBOLT CD0 r _ _-7
12
AL-123
AS RE00.
GLAZING BEAD (1.000" INSUL.-LAM.)
6063-T5
KEYMARK / SAPA
(WITH KEY FROM THE 0 EXTERIOR OR
URN EXTERIOR I I
13
AL-200
AS REGD.
SHEAR PLATE
6063-76
KEYMARK / SAPA
FROM THE INTERIOR) -1 _ __
1
14
AL-195
AS REOD.
ASTRAGAL
6063-75
KEYMARK / SAPA
ACTIVATES THE THREE-POINT L------__ J
REMECHANISM ---
MECHANISM
15
AL-508
AS REGD.
FREE STAND JAMB SCREW COVER
6063-T5
KEYMARK / SAPA
REGGAA OF LOCH SET
16
AL-540
AS READ.
SADDLE THRESHOLD (ADA COMPLIANT)
6063-T6
KEYMARK / SAPA
OPTION INSTALLED.
SECTION AT DEADBOLT LOCK
17
HD-4503PL
AS READ.
THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS)
METAL
CGI PROPRIETARY
oi
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CGI Windows and Doors, Inc.
10100 N.W. 25TH STREET
MIAMI, FL. 33172
TEL. (305) 593-6590 FAX, (305) 593-6592
18
HD-1204
AS READ.
FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS)
ALLOY, SIELL
CGI PROPRIETARY
19
HD-5455 PASS
AS REGD.
LEVER LATCH LOCK, AT ACTIVE PANEL
20
HD-5455
AS READ.
DUMMY LEVER, AT INACTIVE PANEL
LOCK SET OPTION 1
BRASS
BALDWIN
21
HO-8231
AS REGD.
DEADBOLT (THUMBTURN), AT ACTIVE PANEL
m®® 090
23
J10 TOR605
AS REGD.
TIVE PANEL
DUMMYAT LEVER, AT INACTIVE
LOCK SET OPTION 2
BRASS
SCHLAGE
24
JD60
AS REOD.
DEADBOLT (THUMBTURN), AT ACTIVE PANEL
25
HD-34-10116
AS REQD.
LEVER LATCH LOCK, AT ACTIVE PANEL
LEAF
26
HD-34-10116
A5 RECD.
DUMMY LEVER, AT INACTIVE PANEL
LOCK SET OPTION 3
BRASS. STEEL
COPPER CREEK
ACTIVE INACTIVE LEAF
�_
AT ACTIVE PANEL
-
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27
28
HD- DB2410
HD-537
A5 READ.
AS READ.
DEADBOLT (THUMBTURN),
LATCH LOCK STRIKE PLATE
S. STEEL
-
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28A
-
2 /PLATE
#8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT)
S. STEEL
-
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29
HD-538
AS REQD.
LT STRIKE PLATE
DEADBOLT
S.EEL
ST
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29A
-
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S. STEEL
-
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42
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Expiration Date08/08/2023
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AL-FAROOQ CORPORATION a
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9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.L.N. 3538) /�
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ASSEMBLY FASTENERS TO BE INSTALLED
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LDPIOA DCPAATMENT OP
Business &
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OFFICE OF4THE
"SECRETARY
CONTACT OBPR
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications ( FBC Staff I BCIS Site Map I Links I Search
Product Approval
;USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL16708-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
El
]ELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
••••
• •
• ••••
• • •
•• • ••••
• • •
•• •
•
••
•
• • •
•••• • • • •
Authorized Signature Jason Kantola • •••• • •
fbcl@jeld-wen.com ••••
• • •
•• •• ••••
Technical Representative ]ELD-WEN Corporate Customer Service •
Address/Phone/Email 3737 Lakeport Blvd. • • •
• • • •
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
• •
•
••
Klamath Falls, OR 97601 • • • •
(800) 535-3936 • • •
•• • •• • • •
customerserviceagents@jeld-wen.com • • •
•• •
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden P.E.
El Validation Checklist - Hardcopy Received
Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Florida Licensed Professional Engineer or Architect
FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
10/02/2017
12/12/2017
12/18/2017
02/13/2018
FL #
Model, Number or Name
Description
16708:1,
A Design Pro / Smooth Pro / Studio
Fiberglass
Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Inswing and Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Installation Instructions
FL16708 R8 II A010871A X, OPQ SS 2017-02-09.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R8 AE PER4663.1 SS 2017-11-6?.pdf
Created by Independent Vird Party: Yes.....
•
• . •
16708.2
B Design Pro / Smooth Pro
Fiberglass
Single (X) Impact Glazed 4clo41-.3iq x 6-8 3gc13-o:x 8-0 '
Inswing and Outswing •
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Installation Instructions ... . • • •
FL16708 R8 II A010872AW SS 20':8108126.pdf
Verified By: Hermes F. Norero, P.E. 73778 •
•
Created by Independent Th a? r y: Yes ••••
Evaluation Reports • • • • • • ••
•
FL16708 R8 AE PER4438.1•24117-11-17.pdf •
Created by Independent Third Party: Yes. . •
16708.3
C Design Pro / Smooth Pro / Studio
Fiberglass
Double (XX) Impact Opaque Door g-0 x 6-8.vd•6-0 x 8 p .
Inswing and Outswing • • •
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Installation Instructions
FL16708 R8 II A010873A XX, OPQ SS 2017-02-09.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.4
D Design Pro / Smooth Pro
Fiberglass
Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
Inswing and Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Installation Instructions
FL16708 R8 II A010874A XX, GLZ SS 2016-08-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R8 AE PER4440.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.5
E Design Pro / Smooth Pro / Studio
Fiberglass
Single with sidelite(s) (X,0/ O,X/ O,X,O) Impact Opaque Door
9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Installation Instructions
FL16708 R8 II A010875A OXO, OX OPQ SS 2017-02-09.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R8 AE PER4665.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.6
F Design Pro / Smooth Pro Fiberglass
Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door
9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Installation Instructions
FL16708 R8 II A010876A OXO, OX GLZ SS 2016-08-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R8 AE PER4442.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
I
16708.7
G Design Pro / Smooth Pro / Studio Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Installation Instructions
FL16708 R8 II A010877A OXXO, OXX OPQ SS 2017-02-
09.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R8 AE PER4666.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.8
H Design Pro / Smooth Pro
Fiberglass
Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed
Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Installation Instructions
FL16708 R8 II A010878A OXXO, OXX GLZ SS 2016-08-
26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R8 AE PER4444.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
Back
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• • • •
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• • •
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: ,t 'I y§tatement :: Refund Statement
•
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a i blic•records reQt,est, dsnot send eitctronic •
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85(1487.1399.6}01st,gnt to Seek 1, • •
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please click here . • • • • • • • •
Product Approval Accepts: •
• • •
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[+ Gredlt Ca"rd
Safe•
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sccuritVmiTRIC3'
• • • •
• •
• • •
•• •
•
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••
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•• • • •
• • •
•••
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JELIrWEN
DESIGN PRO / SMOOTH PRO / STUDIO
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94 =
• TAS 202-94 DQ° `# l7
• TAS 203-94
OD
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE l7 Do ¢
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z l7 cc
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 Z Q
INSTALLATION. O
O
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 2
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
DOORS ARE QUALIFIED.
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS 1.0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL ANCHOR LAYOUTS AND NOTES
3
A
OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
WOOD SUBSTRATES
7
A
CONCRETE SUBSTRATES
8
A
COMPONENTS & BILL OF MATERIALS
37 1/2" MAX.
O.A. WIDTH
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11%.
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TYP. ELEVATION 1
1 i- DOOR HEIGHT
•
•
•
•
•
•
37 1/2" MAX.
O.A. WIDTH
0 4©
4 HINGE LOCATION
0'1 22 TYP. ELEVATION 2
8'40" DOOR HEIGHT
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
•• • • • • • • • • ••
•
•
••
•
• •
• •
•• • • • •• • • • ••
ccipivip RATION
1 • •
1 • •
MAX. OVERALL
NOMINAL SIZE
DESIGN PRESSURE (PSF)
MISSILE
IMPACT
RATING
• • •
WIDTR
• • •
•
•
HEIGFR
•
••
IFSSA/ JG
•
OUTSWING
•POD
•-
RIEG.
•
POS.
NEG.
•
1 • •X
•
•
•
'• 3'-0"0 •
6'-8"'
•65•
•65 '
65*
65
LMI & SMI
X
• •
3'-0"
••
8'-0"
50*
50
50*
50
LMI & SMI
*SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: 19541399.8478
FAX: 1954 744 4738
WEB: www.bul dingdrops.com
0 w
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4-
REMARKS
BY
DATE
Add ADA Sill, Multi -Point Lock
GL
06/23/14
THIS DOCUMENT Is THE PROPERTY OF BUI , WC DROPS, INC
AND SHALL NOT REPRODUCED IN WHOLE OR
WITHOUT WRITTEN CONSENT OF BUILD NG D OPS.IINC.
ALTERATIONS. ADDITIONS, HIGHLIGHTING,
, OR OCHER
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
``IDAt`19`1 FITi''14*
O �1.4,
PO
�* 7 *i
FBPE CERT. OF AUTHORVATION NO. 29578
Digitally signed by Hermes F. Norero. P.E.
Season. I am approving this document
)a1e: 2017.02.09 15:24:09 -05'00'
DATE: 02.05.14
DWG. Y:
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CHK. Y:
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SCALE: NTS
DWG. 6: A010871A
SHEET: OF8
1
• • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
000 • • • 000 • •
• • • • •
■
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHOR TABLE
ANCHOR TYPE
ANCHOR
SIZE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
6'8" DOORS
8'0" DOORS
MAX. O.C.
SPACING AT
JAMBS
MAX. O.C.
SPACING AT
JAMBS
WOOD SCREW
#10
2X WOOD BUCK
OR FRAMING
1-1/2"
3/4"
17-1/2"
17-1/4"
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
2-1/2"
17-1/2"
17-1/4"
ELCO ULTRACON
1/4"
CONCRETE/CMU
1-3/8"-CONC.
1-1/4" - CMU
1"
17-1/2"
17-1/4"
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
1"
10"
14-3/8"
DETAIL B2`_
TYP. HOPPE
MULTI -POINT SHOOT BOLT
PLATE LOCATION
2- #9 X 2 1/2" PFH
PFH SCREWS
1- BOTTOM SHOOT
BOLT PLATE
HOPPE #2098911
SILL SECTION VIEW
INSWING SHOWN OUTSWING SIMILAR
SEE DETAIL B2
2-#9 X 2 1/2" PFH
Tx,
CO
SEE ANCHOR T
37 1/2" MAX.
O.A. WIDTH
3" TYP.
C2 C2
A2 A2
1 TYP. ANCHOR LAYOUT
2 6'-11' & 8 4" DOOR HEIGHT
m
SEE ANCHOR T
NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY.
• • • • • • • • • • • •
•
• • •
• •
SCREWS •
DETAIL D2
TYP. HOPPE
MULTI -POINT SHOOT BOLT
PLATE LOCATION
(RH PLATE SHOWN)
D2
c HEAD SECTION VIEW
INSWING SHOWN 00TSWING SIMILAR
SEE DETAIL 02
• •
•• • • • •• • • • ••
• • • • • • • • • •
• • • • • • • • •
• • • • • • • • • • •
• • • • • • • •• • •
• • •• ♦ •• • • •
• • • • • • •
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: 1950 399-8078
E4019501740.0738
WEI8 wWw.13 din8dropRmm
TYPICAL ANCHOR LAYOUTS AND NOTES
REMARKS
BY
DATE
Add ADA sill, Multi -Point Lock
GL
06/23/14
THIS DOCUMENT 15 TEE PROPERTY OF BUILDING DROPS. INC
AND SHALL NOT BE WHOOR PART
WITHOUT WRITTEN CONSENT OF LE F BUILD NG D ORS, INC.
ADDITIONS, HIGNUGHTING, oR OTHER
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
N````t`195PT1'j�T� &
-0 - T T
cy''9>Ye�X55```
398 E ortatilrodt Ai,B
DATE: 02.05.14
DWG. Y:
GLITJM
CSSHK.,MY:
SS
SCALE: NTS
DWG
A010871A
SHEET: 018
2
• • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
• • • • • • •
•
o
u
4 1/2" TYP. 4 1/2" TYP.
1 1/2" OFFSET - YE. 7.1
4
t.
�TYP. ANCHOR LAYOUT
3 TONAL8X BUCK IN CONCRETE/MASONRY
11/4" MIN. EMBED TYP.
IL,
�F 1
SEE TABLE
2X WOOD BUCK
TABLE BELOW
7.1
z
2X WOOD BUCK INSTALL,
ANCHOR PER BUCK ANCHOR TABLE
(D 2X WOOD BUCK INSTALL. (2X WOOD BUCK INSTALL.
3 CROSS SECTION SIDE VIEW
NOTES:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.
2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3.
SL230 SL130, LEFT SL130, RIGHT
SL230, 8'0"
SL220, LEFT SL220, RIGHT 5L300, LEFT SL300, RIGHT
QUALIFIED SKIN PATTERNS
.250±.010
.092_+ o010os l
.030±.010
(I)TYP. GROOVE DIMENSIONS
SL130, 8'0"
SL600
2% BUCK ANCHOR TABLE
ANCHOR TYPE
ANCHOR SIZE
• •
•
SUBSTRATE
• • • •
• •
•
MIN.
EMBEDMENT
• • •
• • • •
• • • •
MIN. EDGE
DIST. TO
UBSTINTE
• •
•
MIN. CENTER
TO CENTER
DISTANCE
6'8" DOORS
8'0" DOORS
MAX. O.C.
SPACING AT
JAMBS
MAX. O.C.
SPACING AT
JAMBS
ITW TAPCON
•
1/4"•
•
CONIV•E/C•IU
• •-1/0' •
• •
--0
• • 2-1*2"
• •
4"
25"
30-1/4"
ELCO ULTRACON
•
1/�' •
• •
CORLRAE/CM�
• •
•1-3/8'♦♦ CON*
1-1/4" - EMU
• •1•
4"
25"
30-1/4"
• ••• • ••• •
• • • • • • . • •
• • • ••• • • • • •
• • • • • • • •• • •
• • •• • •• • • •
• • • • •• •
PREPARED BY:\
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 330
DANIA BEACH, FL 33W4
PH: i954)399.8478
FAX. 19s4)244.4738
WEB: www.buildcmdrops.corn
ti
REMARKS
BY
DATE
Add ADA sill, Multi -Point Lock
GL
06/23/14
Add qualified Skin Patterns
LS
12/21/16
THIS DOCUMENT IS THE PROPERTY OF BUILDIN DROPS, INC
AND SHALL i BE REPRODUCED IN WHOLE OR PART
WITH,OUT WRITTEN CONSENT OF BUILDING DROPS, INC.
Ox0 HIGHrE'NOT ,OROTHER
MARKINGS TONTN SDDO[UMFNT ARE xOT vERMInFD ANO
I````3A 91 E17YI» 05.
ES F O
O
•
=-0 -• TT �-
CC G
FBPF CERT. OF AUTHORIZATION ND. 2B713
DATE: 02.05.14
DGL WG. Y:
TJM
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SHEET: OF8
3
•••
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
•
•
1'
INTERIOR ICI EXTERIOR
0 OUTSWING SHOWN - INSWING SIMILAR
OPERABLE HEAD
4
05 OPERABLE ADA SILL
INSWING/OUTSWING
ENDURA HCI5000
CD
OPERABLE SILL
OUTSWING
OPTIONAL AFCO A-117
EXTERIOR INTERIOR
0 IPA IP
11r
OPERABLE SILL
INSWING
ENDURA ZAIL4565F
INTERIOR
OPERABLE SILL
INSWING
AFCO A-276/P-2000
INTERIOR EXTERIOR
OPERABLE SILL
OUTSWING
AFCO 1-2297
OPERABLE SILL
OUTSWING
OPTIONAL AFCO H-497
EXTERIOR
—re— • • • • • • • • ••
•
OPERABLE SKI •:•
• ••• • •
• • • • •
OUTSWING • • • • • • • • • • •
OPTIONAL ENDURA ZO S F • • • • • • • • • •
RW 45•• • •• • • •
• • • • •• •
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., 5TE. 338
DANIA BEACH, FL 33004
PH:(950)399-8478
AR:(954)704.4738
WEN w.w.buildingdroDs.som
0
0
b
co
0 ci
�u
a-
0
k=
VERTICAL ASSEMBLIES
REMARKS
BY
DATE
Add ADA sill, Multi -Point Lock
GL
06/23/14
DOCUMENT IS THE PROPERTY OF BUIL•IN DROPS,
AND SHALL NOT RF REPRODUCED IN WHOLE OR PART
OUL wRITTEx CONSENT OF BUILD NG O OPBINC.
AilOxS. ADDInOxS, xIGHUGxTING, R
MARKINGS HIS DOCUMENT ARE NOT PERMITTED AND
I WAL;:t`CHIFFIllrlh;;�.
O
7
-_
. Q_
FBPE CERT. OF AUTHORMAHON NO. 29578
DATE: 02.05.14
DWG. Y:
GLITJM
SS)fMSS
SCALE: NTS
DWG. it: A010871A
SHEET: OF8
4
• • • •
• • • • • • • •
• ••••• •
• •••••• •
•
• •
• • • • • • •
• • •
• •• •• • • • •• ••
000 • • • 0410 • •
1
LOCK JAMB
5 OUTSWING SHOWN - INSWING SIMILAR
8 - #9 X 2 1/2" PFH
W/ STRIKE HARDWARE
4- MPL STRIKE PLATES
9 - #9 X 1 3/4" PFH
W/ HARDWARE
(6'-8" & 8'-O" UNITS)
EXTERIOR
INTERIOR
HINGE DETAIL AT JAMB:
PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP
HINGE SCHEDULE
DOOR HEIGHT
QUANTITY
3
4
1- #9 X 2-1/2" PHILLIPS
FLATHEAD WOOD SCREW
3- #9 X 3/4" PHILLIPS
FLATHEAD WOOD SCREWS
4-#9 PHILLIPS FLATHEAD WOOD SCREWS
USE 3/4" LENGTH FOR 6'-8" DOORS
USE 1" LENGTH FOR 8'-0" DOORS
HINGE JAMB
OUTSWING SHOWN - INSWING SIMILAR
3-#8X2"PFH
W/ STRIKE HARDWARE
1- MPL STRIKE PLATE
13 - #8 X 13/8" PFH (6'-8" UNITS)
15 - #8 X 1 3/8" PFH (8'-0" UNITS)
COMES W/ HARDWARE
EXTERIOR
INTERIOR
• •
4 - #8 X 1 3/8" PFH
1 - REINFORCEMENT PLATE
HOPPE #2512296
05
44 ROCKWELL MULTI -POINT LOCK JAMB 5 HOPPE MULTI-POINT•L€CMA;VfB•
OUTSWING SHOWN - INSWING SIMILAR 5 OUTSWING SHOWN - INSWING SIMILAR
• •
•( HOPPE MULTI -POINT LOCK
l ITOPREINFORCEMENTPLATE- ACTIVEPANELONLY
• ••• • ••• •
• • • • •• • • •
• • • • • • • • • • •
• • • • • • • •• • •
• • •• • •• • • •
• • • • •• •
PREPARED BY:
//\
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
8A8:(954)744.4738
WEB: www.EuildingdroVs con)
HORIZONTAL ASSEMBLIES
LLL
r
5-
2
REMARKS
BY
DATE
Add ADA sill, Multi -Point Lock
GL
06/23/14
TNIS DOCUMENT 15 THE PROPERTY OF BUI DING DROPS, INC
WHOLEAND SHALL NOT BE REPROOLOCBC, OR PART
ITHOUT WRITTEN CONSENT OF BUIEG ITOPS, INC.
BARONS. AODInOuS, NIGHUGHTING, OR OTHER
MARgIN ixls DONMENT ARE NOi PERMrtTED AND
````A WI3FETi'»0O0
N DES F.
= * *
-a • TT rY=
Gam`
398 E o<y� E 01.19�J6M' 99
T. PPE CERT. OF AUTHOWATION NO. 29598
DATE: 02.05.14
DGLWG, Y:
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A010871A
SHEET: OF 8
5
•••• ••••••• •
• • •• • • • • ••
• •••••• •
• •
• • • • • • •
• • •
• • • • • • • • • • • •
••• • • • ••• • •
J
0 OUTSWING SHOWN - INSWING SIMILAR
MIN.
EDGE DIST.
SEE TABLE SHEET 2
2X WOOD BUCK
WOOD ANCHOR
SEE TABLE ON SHEET 2
HEAD (TYPICAL)
SILICONE
2X WOOD BUCK
OPERABLE SILL
6 OUTSWING - NO ANCHOR REQUIRED
AFCO 1-2297
2X WOOD BUCK
OPERABLE SILL
6 OUTSWING - NO ANCHOR REQUIRED
AECO A-117
tp OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
rw
Ewa
0 OUTSWING SHOWN - INSWING SIMILAR
2X WOOD BUCK
0.25"
MAX.
SHIM
MIN. EMBED.
SEE TABLE SHEET 2
WOOD ANCHOR
SEE TABLE ON SHEET 2
JAMB (TYPICAL)
OPERABLE SILL
INSWING - NO ANCHOR REQUIRED
AFCO A-276/P-2000
••
OPERABLE SILL
OPERABLE SILL
INSWING - NO ANCHOR REQUIRED
ENDURA ZAIL4565F
2% WOOD BUCK
OPERABLE SILL
2X WOOD BUCK
2X WOOD BUCK
OUTSWING - NO ANCHOR REQUIRED
AFCO H-497
SILICONE
• 2: WaOD�l1C�
•• • • • •
•
• • •
•• • • • .•
2X WOOD BUCK
OPERABLE ADA SILL
OUTSWING - NO ANCHOR REQL.WRID • • • •\ Fj /IISNSWINVUTSWING - NO ANCHOR REQUIRED
ENDURA ZO9l4SOSF • • • • • • • ENDURA HCI5000
• • • •
••. • • • . •
• • • . • • . .• • •
• • •• • •• • • •
• • • • •• •
PREPARED BY:
•�
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 33B
DANIA BEACH, FL 33004
PH: 1954 399-808
FAX: 195417444338
WEB: www.bu dingtlrops.com
WOOD SUBSTRATES
REMARKS
BY
DATE
Add ADA sill, Multi -Point Lock
6L
06/23/14
THIS DOCUMENT IS THE PROPERTY OE BUILDING •ROM INC
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART
WITHOUT WRITTEN CONSENT OF BUMS NG O ORS, INC
ALTERATIONS, AMMONS, HIGHLIGHTING, OR OTNER
MIGS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVASIDAWyRFIRRIf`y jO
_ ram• p0 ,
7
a T T cr
l98 E.bIMC RA0M0.gB DANI
DATE: 02.05.14
DWG. Y:
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SVMSS
SCALE: NTS
DWG. #: A010871A
SHEET: OF 8
6
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • ••• • •
▪ MIN.
▪ EDGE DIST.
SEE TABLE SHEET 2
CONCRETE/
MASONRY
BY OTHERS
IE
1X WOOD BUCK
(OPTIONAL)
CONCRETE ANCHOR
SEE TABLE ON SHEET 2
HEAD (TYPICAL)
OUTSWING SHOWN - INSWING SIMILAR
SILICONE
CONCRETE/
MASONRY
BY OTHERS
OPERABLE SILL
CD
OUTSWING - NO ANCHOR REQUIRED
AFCO 1-2297
CONCRETE/
MASONRY
BY OTHERS
OPERABLE SILL
OUTSWING - NO ANCHOR REQUIRED
AFCO A-117
p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
MIN. EMBED.
SEE TABLESH ET2
1X ▪ W▪ OOD BUCK
(OPTIONAL)
CONCRETE ANCHOR
SEE TABLE ON SHEET 2
r
I 0.25"
MAX.
SHIM
CONCRETE/MASONRY BY, OTHERS
JAMB (TYPICAL)
OUTSWING SHOWN - INSWING SIMILAR
CONCRETE/
MASONRY
BY OTHERS
OPERABLE SILL
INSWING - NO ANCHOR REQUIRED
AFCO A-276/P-2000
OPERABLE SILL
SILICONE
CONCRETE/
MASONRY
8Y OTHERS
OPERABLE SILL
coil& rE/• •
MASO V
• • BY O�
INSWING - NO ANCHOR REQUIRED
ENDURA ZA114565F
OPERABLE SILL
OUTSWING - NO ANCHOR REQUIRED
• • •
• •••
•• • • •
••
OUTSWING - NO ANCHOR REQUIRED
ENDURA ZOBL4565F
AFCO H-497
• •
• :OPERABLE SILL
CONCRETE/
MASONRY
BY OTHERS
CONCRETE/
MASONRY
BY OTHERS
UTSWING/INSWING - NO ANCHOR REQUIRED
ENDURA HCI5000 ADA
• • • • • • • • • •
• • • • • • • • •
• • • • • • • • • • •
• • • • • • • • • •
0.0 •• • •• • • •
• • • • • • •
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA REACH, FL 33004
PH: 1954 399 8478
FAX: 1954 744.4738
WEB: ww.bu din8droii<om
CONCRETE SUBSTRATES
REMARKS
BY
DATE
Add ADA sill, Multi -Point Lock
GL
06/23/14
THIS DOCUMENT IS THE PROPERTY OF BUI DIN DROPS, INC
AND SHALL T BE REPRODUCED IN WHOLE OR PART
wITHOUT WRITTEN CONSENT OF BUILD xG D OPS. INC.
HLIGHTNG, OR ORHER
MARKINGS i0 iNls DOCUMENT ARE NOT PEPMITTED AxD
'`````t�9LFF17i'�1'
PPE CERT. OP AUTHORIzADON NO.29573
DATE: 02.05.14
DWG. Y:
G L/TJ M
CSSHK. Y:
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SCALE: NTS
DWG
A010871A
SHEET: OF8
7
• • • • • • • ••• • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
•
BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/JAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
(NOT USED)
3
(NOT USED)
4
ENDURAZAIL4565F THRESHOLD
-
5
AFCO J-2297 THRESHOLD
-
6
AFCO A-276/P-2000 THRESHOLD
-
7
AFCO H-497 THRESHOLD
-
8
AFCO A-117 THRESHOLD
-
9
ENDURA ZOBL4565F THRESHOLD
-
10
ENDURA HCI5000 ADA THRESHOLD
-
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
12
NON -COMPRESSION SHIM (0.25" MAX. THK.)
COMPOSITE
13
(NOT USED)
-
14
(NOT USED)
-
15
#10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT
STEEL
16
CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3)
STEEL
17
BUTT HINGE (SEE SCHEDULE SHEET 5)
STEEL
18
KWIKSET LOCK SERIES 400
STEEL
19
KWIKSET DEADBOLT SERIES 780
STEEL
20
ROCKWELL MULTI -POINT TONGUE LATCH #732287686-8 UNIT
ROCKWELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT
STEEL
21
HOPPE MULI-POINT HARDWARE HLS9000
STEEL
22
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091
STEEL
23
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923
STEEL
FRAME HEAD/JAMBS
VARIES, SEE BOM AT LEFT
4.563"
AFCO H-497 THRESHOLD
4.62"
ENDURA ZAIL4565F
THRESHOLD
AFCO A-117 THRESHOLD
AFCO J-2297
THRESHOLD
20 ROCKWELL MULT-POINT LOCK
to
O
0
0
♦
O
11
0
O
♦
O
O
♦
mq
HANDLE
HEIGHT
21 HOPPE MULT-POINT LOCK
W/ SILL SHOOT BOLT PLATE #2098911
0
♦
Li
♦
El
•
0.63"
1000
-1 1.65" 4-
OAFCO A-276/P-2000
THRESHOLD
•• •••_ • •
• •m • •
5.62" • •I
ENDURA ZOBL4565F
THRESHOLD
• •
•'H ••
• • I • •
• • •
• • • ••
•
• •
• ••
•
• •_
• • • •
• • • • •
• .- 47„.
ENDURA HCI5000 ADA
••THRESFRJID • •
• • • • •
•• 1 • • • • •
• •• •
5.00"
NI
HANDLE
HEIGHT
36.00" [6'-8" & 8'-0']
p O
O Fio
0
o O E
HEAD SHOOT BOLT PLATE (LH)
00
1.75"
HEAD SHOOT BOLT PLATE (RH)
1.75"
00
PREPARED BY:
///\
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: 19ST0399.8478
FAX'. INSOPW.4738
WEB: www.eul mnsdrops.cnm
3-
h
COMPONENTS AND BILL OF MATERIALS
REMARKS
BY
DATE
Add ADA sill, Multi -Point Lock
GL
06/23/14
THIS DOCUMENT IS THE PROPERTY of BUI DING DROPS INC
SHALLAND NOT BE REPRODUCED IN WHOLE OR PART
WITHOUT WRITTEN CONSENT Of BUILT, NG 0 OPS, INC.
ALTERATIONS ADDITIONS , HIGHLIGHTING, OR OTHER
MARRIN NOT PERMITTED AND
L`DaMLITFiWCATIO
NN 0 ♦♦''i
•
TT x
•
▪ *
▪ .73
G
EWE CERT. OF AUTHORIZATION NO. 29578
DATE: 02.05.14
DWG. Y:
GL TJM
cam
MSS
SCALE: NTS
DWG. #: A010871A
SHEET:
8
OF8
•
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • 008 • •
• • • ••• •
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGI Windows and Doors, Inc.
10100 NW 25th Street
Miami, FL 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material•fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing nd the•A4ii'may
immediately revoke, modify, or suspend the use of such product or material within thtir j'urisdiiriee! .RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade t•o111V Product Control
Section that this product or material fails to meet the requirements of the applicable lA ilcTmg code. • •
This product is approved as described herein, and has been designed to comply wit. Floridn•Bailding •
Code, including the High Velocity Hurricane Zone.
•
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
. • ••
EDESCRIPTION: •Series'Clipped; Extruded.Aluminum`.Tube •Mnllion�L:M.I-•, • • • • •.• •
APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Eai ruJeci Aluminum Tube
Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision•H datql, 0446/18, •
prepared by A1-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing tlt%Miami-Da County•
Product Control Section Revision stamp with the Notice of Acceptance number and expiration•datMy the
Miami -Dade County Product Control Section.
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,
model/series, 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# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI-DADE COUNTY
APPROVED
CNOA No 18-0129-08
Expiration Date: March 28, 2023
Approval Date: March 29. 2018
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 95-0929.39)
2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3,
4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-
Farooq Corporation, signed, sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS.202-94
3) Water Resistance Test, per FBC, TAS 202-9:1 ••• • • • • •
4) Small Missile Impact Test per FBC, TAS 201' 94 • . • •:• . • •
5) Large Missile Impact Test per FBC, TAS 20:1a: • •. • •
along with marked -up drawings and installation diagram of caserneiat windows jnullect
using a 1 "x 2"x 1/8" aluminum tube mullion, prepared by Hurt -Toone Testing Lab' Inc.,.....
Test Report No. HTL-0080-0105-08, dated 03/26/08 for Srh.Ms No. ;r *and 2, • •
signed and sealed by Vinu J. Abraham, P.E. • • • • • •
(Submitted under NOA No. 08-0331.07) : • : • •
2. Test reports on: 1) Large Missile Impact Test, Loading per SFB+C, PA 201-5' • • • .
along with marked -up drawings and installation diagram of •an • alunjnupn • fixed •
window, prepared by Hurricane Test Laboratory, Inc. Test Report No. • • •
HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA No. 95-0929.39)
3. Test reports on: 1) Unifoini Static Air Pressure Test, Loading per SFBC, PA 202-94
along with marked -up drawings and installation diagram of fixed windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by
Hector M. Medina, P.E.
(Submitted under NOA No. 95-0929.39)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
Manue Pere
Product Control Exa r
NOA No. 18-012'.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no
financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, s•paaimens 1
and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/Q8, jgped andsealed by •
Vinu J. Abraham, P.E. • • • • • • •• •. • •
(Submitted under NOA No. 08-0331.07) • • • •
3. Laboratory compliance letters for Test Report No. HTL-00&Qr1303-96, issued bX •
Hurricane Test Laboratory, Inc., dated 03/06/96, signed and' sealed by unothy S. • • • .
•
Marshall, P.E. . . • • • •
•
(Submitted under NOA No. 95-0929.39) • • •
•
4. Laboratory compliance letters for Test Report No. HETI-96-5Z5, issued by Hurricanq
Engineering & Testing, Inc., dated 02/12/96, signed and sealed by.Hector�•?.1�?edina,
P.E. .. • .. •.
(Submitted under OA No. 95-0929.39) • • •
G. OTHERS
1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their
Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and
expiring on 03/28/18.
GManuel ' rez, .E.
Product Contro x. finer
NOA No. 18-0129.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion —
L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated
01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBG 6:h
Edition (2017), dated 10/04/17, prepared by Al-Farooq CorpotiolT„signeci•m •
sealed by Javad Ahmad, P.E. •
•
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources•(fR) •
E. MATERIAL CERTIFICATIONS
1. None.
. . .
..• .. ....
• •.
F. STATEMENTS • • • • •• ••
••
1. Statement letter of conformance, complying with FBC 5th Edition (2014), with•I BC 6th
Edition (2017), and of no financial interest, dated October 4, 2017, issued by A1-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their
Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and
expiring on 03/28/18.
Manuel Pe ez, P E.
Product Control a . a • er
NOA No. 18-1 29.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E-3
•
.•
• •
1000
125
2.000
�
— .125
�V
MU W ON\M95-13.I
f
!
y"
K"
.250" TYP.
HOLE
\
A
i \\\\\\\*\*\\110
•\\\\t1111\\\\\NNI`
2.000
.125
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL (305) 264-8100 FAX (305) 262-6978
111iii����
{r
3,
4.000
I�I�
TYPICAL
GLAZING PRODUCT
L—
J•
'
Ix
Sx
=
=
1X2
.332 IN\4
.332 IN\3
MULLION
/N
7Loo0
2.000
CLIP ANGI F
M'ls0•Dif
N—
'v'
1V
6.000
'^
w
A IJ I
2.000
3.000
-A.000
—
6063-T6
r— 2.000
i12
6063-T6
1.000-1
1-125
4.000
—
(
—.1z5
' '
MULLIONS
--2.000---I
CONTAINING TYPICAL GLAZING PRODUCTS
3.000
125"
[Series Clipped, Extruded Numinum Tube Mullion-LMI)
CGI Windows and Doors, Inc.
10100 N.W. 25TH STREET
MIAMI, FL. 33172
TEL (305) 593-6590 FAX. (305) 593-6592
w' I) liElN;z[?dT
-..--,....
HORIZONTAL OR VERTICAL
MULLION
"'W' - IN.
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
2"
1.688
3"
2.688
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
4"
3.688
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED
Ix = .9502 N\4
Sx = .6335 IN\3
1 X3 MULLION
6"
5.688
IMPACT AND NON -IMPACT RESISTANT PRODUCTS.
Ix = 2.9762 IN\4
Sx = 1.4881 IN\3
2X4 MULLION
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
715
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
6063-T6
1.875
.125
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
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.
OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DES
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
6063-T6
---- -
r— 2.000
125
-1.000
..1.125
r 1
1
NOTE REV.
UPDATED TO 2010 FBC
UPDATED TO 2014 FRC
REV. PER RER COMMENTS
UPDATED TO 2017 FAX
�
6.000
a
}
.125
L.
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
4.000
MULLION CI IP FOR 1RY TURFS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
CGI _
606338T6
1.700
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
4,000
--•-
.125
F■•1
L•,,,"
in ■■
rn
ONNINI
���I.A��
©
Ghh77
WATER INFILTRATION RESISTANCE ETC.
INSTRUCTIONS: • • • • • • • • •• •CONDRIINS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
`
IMINEINI
• • • •ANU TO BE REVIEWED BY BUILDING OFFICIAL.
USE CH�jtTS AND GR/ItHS A�:OLIWS• • • •
[dd.. 11-25-95,
[...IA' 1/2' - 1' )
[dr. by: TAR1O )
Rhk. by:
2.000
125
•
DETERMINE DESIGN •lam �60L ED E •AS• 7 • • `Illt 1 L I I I111/IZ
STEP 1 •P i • •
•PRODUCT
FOR PAULAR SITyING. • • • • • • • REVISED JP�.At14/ .'
STEP USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING a9 eetnplying with the Florida )1...'. ' NSF
2
ABOVE LOAD REQUIREMENTS. Budding Code )p
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Acceptance hin/O"D/ •C8
E nation
Ix = 2.0374 IN\4
Si = 1.0187 IN\3
r
1X4 MULLION f
Ix = 8.2757 IN\4
Sx = 2.7586 IN\3
2X6 MULLION
APPROVAL Date 20?3
��447
_ K r
4,000
• • • • • • • •
USING rjtAPHS•oN SHEET•2 SELECT! yITLLION SISE %TN • By
- %'' 2n±y
r
drawing no.
M95-13A
MULLION CLIP FOR 2BY TUBE$
STEP 4 DEIGN iATIN ORE IGN AD SPECIFWD
THA� �� • •• A4�smi ade Product C• ��
IN STSP 1 AB/E. • • • • • • • • • T OF Qt/
USe1G ANCHOR•1SPES ON SHEETS 4lI5, AND ANCNDR •RAMIS , ''' F.'• �`��
CGI-395
6063-T6
STEP 5 ON SREETS 3 R 3.1. SELECT SNCHOR TYPE WRR •ESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. a AL(�`\\
ll'11111ltl\1�
6063-T6 _
(sheet 1 of 5
6063_ T6 •
• • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
130
120
110
100
p 80
J
z
w 70
60
50
40
30
130
120
110
100
Qo 80
r2,70
60
50
40
30
130
120
110
100
LL
a 90
0
p 80
z
0 70
60
50
40
30
75 85 25 35 45 55 65
TRIBUTARY WIDTH — INCHES
74-
1 X 3 X 1/8" MULLION
5
63"
1/4"
50-5/8"
38—;
/8"
MULL SPAN
84"
1 X 2 X 1/8" MULLION
38-3/9
MULL SPAN
50-5/8"
56"
'3,
25 35 45 55 65
TRIBUTARY WIDTH — INCHES
2 X 4 X 1/8" MULLION
56"
96"
106"
25 35 45 55 65
TRIBUTARY WIDTH — INCHES
130
120
110
100
LL
90
0
J 80
U
w 70
0
60
50
40
30
75 85 25 35 45 55 65
TRIBUTARY WIDTH — INCHES
2 X 6 X 1/8" MULLION
84"
108"
130
120
110
100
LL
a 90
0
p 80
U
a1,70
60
50
40
30
75 85 25 35 45 55 65
TRIBUTARY WIDTH — INCHES
/16_1.X_4"X 1/8' MULLION
63"
74-1/
84"
96
56"
50-5/8
/ J ,
MULL SPAN
108"
74-1/4"
120"
132"
144"
75
85
VERTICAL
MULLION
MUWON
GLAZING
GLAZING
PRODUCT
PRODUCT
W1 W2
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
&6ZING
PRODUCT
GLAZING
PRODUCT
HORIZONTAL MULLION
GLAZING
PRODUCT
MULLION SPAN
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) — w1 +2 W2
NOTE;
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
• • • • • • • • • • • • VERTICALLY OR HORIZONTALLY.
• (INTERPOLATION BETWEEN WIDTHS ALLOWED)
• • •
• • • •
•
•• ••• •• • • • ••
• ••• • ••• •
• . . • •
• • ••• • • •
• • • • • • • ••
75 41 • ••
•
MULLION
PRODUCE REVISED
as o.o $ying with the Flmda
4:�1i�I $�cCe 1Vn 18-0129.o$
Lion Date
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
arm nad e Product C
Series Clipped, Extruded Aluminum Tube Mullion—LMI
MUWON\M95-13A
FAX. (305) 593-6592
0
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
UPDATED TO 2017 FHC
.o
0
drawing no.
M95-13A
(sheet 2 of 5
130.
120
110
100
0)
On 90
80
0 70
w
60
50
40
30
130
120
110
100
Il
a- 90
0 80
J
z
N 70
0
60
50
40
30
2 ANCHORS TYPE 'A'
38-3/8" MUWON SPAN
25 35 45 55 65 75
TRIBUTARY WIDTH - INCHES
2 ANCHORS TYPE 'BF'
130
120
110
100
a 90
ec 80
0 70
w
60
50
40
30
2 ANCHORS TYPE '8'
38-3/8" MULLION SPAN
50-5/d
56
63
84
96
85 25 35 45 55 65 75
TRIBUTARY WIDTH - INCHES
38-3/8" MULUON SPAN
25 35 45 55 65
TRIBUTARY WIDTH - INCHES
75
85
130
120
110
100
a 90
0 80
0 70
0
50
2 ANCHORS TYPE 'C'
85
38-3/8" MU_LION SF•
50-5/8"
40
30
25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES
NOTE.
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
130
120
110
100
En
En 90
O 80
0 70
w
60
50
40
30
2 ANCHORS TYPE 'BH'
UWON
PAN
25 35 45 55 65 75
TRIBUTARY WIDTH - INCHES
85
GLAZING
PRODUCT
W1
CUP ANCHORS
cuP
ANCHORS
VERTICAL
MUWON
GLAZING
PRODUCT
cuP
ANCHORS
W2
HORIZONTAL MUWON
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
PRODUCT
GLAZING
PRODUCT
1 ANCHOR
DETAIL fi
GLAZING
PRODUCT
CUP
ANCHORS
3
MUWON SPAN ,J
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) - W1 + W2
2
ANCHORS 'A'
APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
OR THRU 1BY WOOD BUCKS INTO CONCRETE
ANCHORS 'B'
APPLICABLE TO ANCHORS INTO CONCRETE
ANCHORS 'BH'
APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS
OR THRU 1BY WOOD BUCKS INTO BLOCKS
ANCHORS 'BF'
APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
OR THRU 1BY WOOD BUCKS INTO BLOCKS
ANCH0114. C'• • • • • • • • • •
APPLICABLE TO ANCIOR• DIREOTLY•TO•MEiAL STRUCTURES
• • •• • • • • •
• • • •
•
•• • • • •• • • • ••
•••
• • • •
ANC4,14OR, LOAD• EHIRTSS
• •
PRODUCT REVISED
• as complying with the Florida
•
BA • g Code 0( � 1.02q
• •• • ilk
2 ANCHORS AT MULLION ENDS
• • •
•
•
•
•
• • •
• • • • • • • •
• • • • • •
• • • • • • •
• • • • • • • •
• •• • • • •• ••
• • • • • • •
`AAA1�. AF? NA�',i'
J ,
ra4"v
Extruded Aluminum Tube Mullion—LMI
i
rn
z
0
U
In
0
OCi
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CD
FAX. (305) 593-6592
0
6
9
UPDATED TO 2014 FBC
5
5
UPDATED TO 2017 FBC
a
drawing no.
M95-13A
sheet 3 of 5
130..
120
110
100
rn
a 90
0
0 80
4 ANCHORS TYPE 'A'
50-5/3
38-3/8"
N 70
0
60
50
40
30
130
120
110
100
LL
90
0
Q 80
0
w 7
0
60
50
40
30
63
74- 4"
25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES
4 ANCHORS TYPE 'BF'
25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES
130
120
110
100
to
- 90
0
80
c� 70
0
60
50
40
30
25 35 45 55 65
TRIBUTARY WIDTH - INCHES
4 ANCHORS TYPE 'B'
50-5/8"
08
130
120
110
100
LL
ut
a 90
0 80
1,
vl 70
0
60
50
40
30
4 ANCHORS TYPE 'C'
63"
4-1/4
6"
84'
108
120
3
3/8"
75 85
50 -5/8"
25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES
NOTE'
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
130
120
110
100
4 ANCHORS TYPE 'BH'
90 _
0
0 80
70
60
50
40
50-5/8'
30 .... ,.. ,. ., ... ...
25 35 45 55 65 75 85
TRIBUTARY WIDTH - INCHES
CUP
ANCHORS
GLAZING
PRODUCT
VERTICAL
MUWON
GLAZING
PRODUCT
CUP
ANCHORS
W1 II W2
CUP ANCHORS
HORIZONTAL MUWON
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
�GLAZ NG
,7 PRODUCT
GLAZING
PRODUCT
\ANCHOR
ETAIL #1
GLAZING
PRODUCT
CUP
ANCHORS
3
MULUON SPAN
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) - wi + W2
2
ANCHORS 'A'
APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
OR THRU 1BY WOOD BUCKS INTO CONCRETE
ANCHORS 'B'
APPLICABLE TO ANCHORS INTO CONCRETE
ANCHORS 'BH'
APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS
OR THRU 1BY WOOD BUCKS INTO BLOCKS
ANCHORS 'BF'
APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
OR THRU 1BY WOOD BUCKS INTO BLOCKS
ANCHQR•S • • • • • • • • •
APP✓♦ICABLE TO•ANIHORS DIRGCTI1' TD METAL STRUCTURES
• • •• • • • • •
• • • •
•
•• • • • •• • • • ••
PRODUCT REVISED
• • • • • • • • • as °B0°dy with the Florida
• • St=dingCode
]n,
AI C •IO t LOAD. CARTS: •
• • •• • ••
4 ANCHORS AT MULLION ENDS
• •B
'Nam i e ,de Product
• • • • • • • • • • •
• • • • • • •
• • • • • • • •
• • • • • • • • •
• •• •• • • • • ••
• • • • • • • • • •
p�P®L �H 1���i
Clipped, Extruded Aluminum Tube Mullion—LMI
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FAX. (305) 593-6592
c
a
0
v
UPDATED TO 2017 FBC
0
c
drawing no.
M95-13A
(sheet 3.1of 5
2 X 2 X 1/8"
ALUM ANGLE
# 14 S.M.S.
2/ ANGLE
PI
ULUON
MUWON
2 X 2 X 1/8"
ALUM ANGLE
2-5/8" LONG
1.500
MAX.
2/4" 0 ULTRACON
1/ ANGLE
1BY OR 2BY
W000 BUCK
>
2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS
CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL
MUWON
2 X 2 X 1/8"
ALUM ANGLE
2" MIN
# 14 S.M.S.
2/ ANGLE
2X 2X 1/8"
ALUM ANGLE
1 14 S.M.S.
2/ ANGLE
MUWON
MULLON
2 X 2 X 1/8"
ALUM ANGLE
2-5/8" LONG
1.500
MAX
as .1/4" 0 ULTRACON
2/ ANGLE
18Y OR 2BY
WOO. BUCK
•
2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS
CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL
•• •••• •• •• •• •• •• •••
•
• • •
NOTCH ANGLES TO • • • •
MISS MARBLE SILL •
OR TRIM •• ••• •• • • • ••
• PRECAST CONC!
SILL' ,
4.
8
1/4" DIA ULTRACON
1/ ANGLE
• • • ••
• • •
• • •
• •
• • ••
• •
•
J
Mtn
-�t- 1
I%a.a.
" CONCRETE OR
NASONRY BLOCKS
2 X 2 X 1/8"
ALUM ANGLE
# 14 S.M.S.
3/ ANGLE
MULLION
NBTCM WOOD BUCK
TO ACCOMODATE
• CLIP., ANGLE TO MASONRY
1/4" 0 ULTRACON
2/ ANGLE
2X 2X 1/8"
ALUM ANGLE
3-5/8" LONG
3 SCREWS PER SIDE REQUIRED FOR
4" & 6" TUBE MULLIONS
PRODUCE REVISED
• • • • •ay comparing with the FtQida
• • • [3•ildi g Cie
• • • • • • • • A•mp�oce..lo / .•D/?S/. 06
/t
*iron Soto 23 �S
• •• •
• • • •T1y
Mi Dade Product Caltrpt
I
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • 0•• • •
1\1111111)i
D EAHtiL
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7. :2
/l 2 3 2n116
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(1411v
Series Clipped, Extruded Aluminum Tube Mullion —LW
MULLION\M95-13A
FAX. (305) 593-6592
0
6
0
3
0
6
6
6
UPDATED TO 2017 FHC
a
0
drawing no.
M95-13A
sheet 4 of 5
MULUON CUP
MULUON
ULLION
MULLION
r
PRECAST CONC.°
o
SILL s
4/4" 0 ULTRACON
• 1/ ANGLE
1BY OR 2BY
WOOD BUCK
7
MUWON CUP
MULLION
MULUON
°4 .1/4" 0 ULTRACON
2/ ANGLE
•
1BY OR 2BY
WOOD BUCK
MULLION
SEE SHEET 1 FOR APPLICABLE MULUON CUP TO
1BY OR 2BY TUBE MULLIONS
AND FOR FABRICATION OPTIONS OF MULL1D11 CLIP,
•
• • •
NOTCH CUPS TO • • • •
MISS MARBLE SILL a
OR TRIM •• ••• •• • • • ••
1/4" DIA ULTRACON
1/ ANGLE
• • • • • ••
PRODUCT REVISED
as complying with do Florida
• •• ••• • •• •• ••Ruadimg*code la-0129.06
nk heron `!vo r 1Oia
• • • • • • • • E.. IfarOm {1ti(C
•
•
• • •• • • •• IT!L"�.._-,,
• • • • • •N,1'nn a.de product Contr:t"
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
WITCH - WOOD DUCK
TO ACCOMODATE
CLIP .ANGLE TO MASONRY
1/4" 0 ULTRACON
2/ ANGLE
° CONCRETE OR
NASONRY BLOCKS
0
drawing no.
M95-13A
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONCRETE
1-1/4" MIN. EMBED INTO CONCRETE
TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 KSI)
DIRECTLY INTO CONCRETE
1-1/2" MIN. EMBED INTO CONCRETE
TYPE 'BH'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO HOLLOW BLOCKS
1-1/4" MIN. EMBED INTO BLOCKS
THRU 1BY BUCKS INTO BLOCKS
1-1/4" MIN. EMBED INTO BLOCKS
TYPE 'BF'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO FILLED BLOCKS
1-3/4'. MIN. EMBED INTO BLOCKS
THRU 1BY BUCKS INTO BLOCKS
1-1/4" MIN. EMBED INTO BLOCKS
TYPE 'C'— #14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 1/2" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
•
• • •
• • • •
•
2 OR 4 ANCHORS TYPE 'C'
SEE SHEETS 3 & 3.1
FOR CAPACITY
THIS SCREW CAN BE
INSTALLED IN EITHER
DIRECTION
1/8" THICK ALUM CHANNEL
LENGTH TO FR SNUG
INTO MUWON
•• ••• • • • • • ••
•• ••• •• • • • ••
ACCESS HOLE
METAL STRUCTURE
OR
TUBE MUWON
#14 X 3/4 FH SMS
1 PER CUP AT 1X2 & 1X3 MULUON
2 PER CLIP AT LARGER MULLIONS
MUWON
1BY OR 2BY TUBES
ANCHORS DETAIL in
METAL TO METAL CONNECTION
PRODUCT REVISED
• • • • • • • • • s cargplying with die Florida
• • • ••• • • ••A No«'aZ4.Oa
• • • • • • • • •E', •ho.tc Sr •1� "23
• • •• • •• •
• • • • • • By
Miam 8de Product Coat(
••• • • • •
• • • • •
• • • •••
• • • • • •
• •• •• •
••• • • •
••• • •
• • •
• • •
• • • •
• •• ••
1�11111111/t7 /,
GFNSt
70592
Series Clipped, Extruded Aluminum Tube Mullion—LMI
A
Z
0
0
n
a
5
5
0
0
0
111
a
drawing no.
M95-13A
sheet 5 of 5
