HomeMy WebLinkAboutProduct Approval M IAM I-DiADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy
CGI Windows and Doors,Inc.
10100 NW 251 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 material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"Sentinel" Unclipped,Extruded Aluminum Tube Mullion-L.M.I.
� APPROVAL DOCUMENT:Drawing No.M10-01,titled"Series Sentinel Unclipped Alum.Mullions",
i sheets 1 through 7 of 7,dated 04/02/10,with revision D dated 11/08/17,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp
r' 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
o 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#14-1103.09 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 COUNTYNOA No. 18-0117.01
APPROVED Expiration Date: September 22,2020
Approval Date: March 01,2018
1231�8 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.10-0510.14)
2. Drawing No M10-01, titled"Series Sentinel Unclipped Alum. Mullions", sheets 1
through 7 of 7, dated 04/02/10,with revision C dated 02/25/15,prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, 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 FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
along with marked-up drawings and installation diagram of an aluminum tube mullion,
prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0303-11,
dated 03/24/11, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No.11-0330.22)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum tube mullion,
prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10,
dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No.]0-0510.14)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 09/23/14,prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
�Y
Manuel Pe z,P.E.
Product Control Mwffiiner
NOA No. 18-0117.01
Expiration Date: September 22,2020
Approval Date: March 01,2018
E- 1
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition(2014), and of no
financial interest, dated October 4, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by
Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No.11-0330.22)
3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by
Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No. 10-0510.14)
4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel
Perez, P.E.
(Submitted under NOA No.10-0510.14)
G. OTHERS
1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows & Doors for their
Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on
01/12/12 and expiring on 09/22/15.
Manuel Pe z, E.
Product Control x iner
NOA No. 18-0117.01
Expiration Date: September 22,2020
Approval Date: March 01,2018
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No M10-01, titled"Series Sentinel Unclipped Alum. Mullions", sheets 1
through 7 of 7, dated 04/02/10,with revision D dated 11/08/17,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 FBC 6th
Edition (2017), dated 10/15/14 and updated on 09/25/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
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 51h Edition (2014),with FBC 6th
Edition (2017),and of no financial interest,dated September 28,2017,issued by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1103.09, issued to CGI Windows & Doors for their
Series "Sentinel"Unclipped,Extruded Aluminum Tube Mullion-L.M.I. approved on
03/05/15 and expiring on 09/22/20.
Manuel Pere P.E.
Product Control Exa ine
NOA No. 18-011 . 1
Expiration Date: September 22,2020
Approval Date: March 01,2018
E-3
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1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE O
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SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS �' y
WINDOW FRAME MEMBER INCLUDED IN PROPERTIES z 17 C-4 R
THESE MULLIONS TO BE USED WITH 3 NM n
SERIES 130 SENTINEL FIXED WINDOW z y°3
SERIES 11 SENTINEL SINGLE HUNG WINDOW z ,
SERIES 120 SENTINEL HORIZ. SLIDING WINDOW
FOR WINDOWS IMPACT AND LOAD RATINGS SEE rj3a
CORRESPONDING NOA'S. U o
LOWER DESIGN PRESSURE FROM WINDOW APPROVALS
OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM.
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). o R R
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE o 12„;;12
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER 0 4
INFILTRATION,FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. g 9 o
1BY OR 2BY WOOD BUCKS do 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 A' et o a n
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE JAN Q� 2t!`R m
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ''
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSTRUCTIONS: o m
All SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. USE CHATS AS FOLLOWS. `Y%11tILIIJI"
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT
STEP 1 FOR
DESIGN LOAD REWIRED PER ASCE 7
COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR PARRCUU�R OPENING. PRODUCT REVISED VG Sic'•-•
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. complying with the Plaids
USE CONNECTION OF WINDOWS TO MULLION AS PER DoildmgC.&
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 2 I
FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY PRODUCT APPROVAL. Accept—No
OF STRUCTURE RECEMNC THIS PRODUCT AND SEALING AROUND OPENING FOR USING CHATS ON SHEETS 3 THRU 5 SELECT MULLION TYPE E,
WATER INFILTRATION RESISTANCE ETC. STEP 3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN ---'�
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. By •'
AND TO BE REVIEWED BY BUILDING OFFICIAL 1,1;;_mi11e rMuct Caw!al Q'•, OF drawing no.
STEP 4 MUST EY OF SELECTED RE WINDOWS AND MULLION M1O_01
MUST EQUAL OR EXCEED REQUIRED LOADS. ✓ � `�
THESE MUWONS ARE RATED FOR LARGE dl: SMALL MISSILE IMPACT ��%rS��NAI����` sheet 1 of 7
MULLION SPAN
MULLION SPAN
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a eo,.: a-o2-to revisions: SERIES SENTINEL UNCUFFED ALUM MUWONS AL-FAROOQ CORPORATION
m' no a e
description N
.n. E ENGINEERS d PRODUCT DEVELOPMENT
*11.05.17
"°c wecTMS SHM CGI Windows and Doors, Inc. 9380SUNSET DRIVE.SURE 220pNO CH4lCE TMS SNELT 10100 N.W. 25TH STREET MIAMI.FLORIDA 33173NO CIWIOE THIS SMIT (C.A.N. 3538)UR7,ITED TO 2017 RIC MIAMI, FL. 33172 TEL(306)284-8100 FAX.(306)1626878
J P chk by: TEL. (305)593-6590 FAX. (305) 593-6592 MULL 10i CGI
CR. •A• DHSIGN LOAD CAPACITY -PSP CHART 'A' DESIGN IAAD CAPACrrY-PSF It V U
MUWON WITH ANI'COMBINATION OF SERIES SENTINEL MUWON VI ANT COMBINATION OF SERIES SENTINEL o
FIXED. HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS FIXED,HORQONTAL SLIDING OR SINGLE HUNG WINDOWS to
1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT
WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION WMOW DIMS' EACH SIDE OF MULLION EACH SIDE OF MULLION O
MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE
WIDTH(W)MULL SPAN 1
X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 WIDTH(W)MULL SPAN 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 f 2 H
19-1/8' 90.0 90.0 90.0 90.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 90.0 90.0 O O 5 a
26-1/2' 90.0 90.0 90.0 90.0 90.0 90.0 30' 90.0 90.0 90.0 90.0 90.0 90.0 d 01
37' 50-5/8' 82.9 82.9 82.9 90.0 90.0 90.0 36' 90.0 90.0 90.0 90.0 90.0 90.0 O
49' 76.9 75.9 76.9 90.0 90.0 90.0 42' 48' 86.9 88.9 86.9 90.0 90.0 90.0 0 Ut r n
53-1/8' 76.9 75.9 76.9 90.0 90.0 90.0 48' 85.5 83.5 85.5 90.0 90.0 90.0
19-1/8' 90.0 90.0 90.0E70.7
90.0 90.0 54' 855 85.5 65.5 90.0 90.0 90.0 �'m Raj Oq
26-1/2' 74.7 74.7 74.7 90.0 90.0 W. 65.5 85.5 85.5 90.0 90.0 90.0 0 0.O G
37' 63' 59.8 59A 59.8 90.0 90.0 24' 85.5 85.5 85.5 90.0 90.0 90.0 G a H¢
49' 52.2 52.2 52.2 90.0 90.0 30' 73.0 73.0 73.0 90.0 90.0 90.0 wj53-1/B' 50.9 50.9 50.9 90.0 90.0 36' 85.1 65.1 65.1 90.0 90.0 90.019-1/8' 77.5 77.5 77.5 90.0 90.0 42' 60' 80.1 60.1 60.1 90.0 90.0 90.0 J OZZ 0:5 J
28-1/2' 59.2 59.2 59.2 60.2 80.3 90.0 48' 57.0 57.0 57.0 84.9 90.0 90.0 Q W BI f
37' 76' 45.3 48.3 46.3 45.3 60.4 90.0 54' 55.3 55.3 55.3 81.7 90.0 90.0 c�
49' 37.0 39.0 39.0 37.0 49.3 77.3 60' 54.7 54.7 54.7 80.6 90.0 90.0
53-1/8' 35.2 37.5 37.5 35.2 47.0 73.4 24' 68.4 68.4 68.4 77.8 90.0 90.0 h
z O m
19-1/8' 57.9 68.3 68.3 57.9 77.3 90.0 W. 57.6 57.6 57.6 83.9 85.3 90.0 o C I
26-1/2' 42.6 51.6 51.8 42.6 56.8 90.0 36' 50.7 50.7 50.7 55.0 73.4 90.0
� n
37' 85' 31.7 40.0 40.0 31.7 42.3 74.3 42' 72' 46.0 46.0 46.0 49.0 65.4 90.0
49' 25.5 33.2 33.2 25.5 34.0 59.3 48' 42.8 42.8 42.8 1 45.0 60.0 85.5 C r, on
53-1/8' 24.1 31.7 31.7 24.1 32.2 55.9 54' 40.5 40.5 40.5 42.2 56.2 81.1 4
19-1/8 48.7 64.0 64.0 46.7 65.0 90.0 60' 39.1 39.1 39.1 40.3 53.8 78.2
26-1/2' �, 35.7 47.7 48.4 35.7 47.7 83.7 24' 48.4 57.0 57.0 48.4 64.6 90.0 0=N o
37' 26.5 35.3 37.2 26.5 35.3 62.1 30' 39.5 47.6 47.6 39.5 52.7 90.0
49' 21.1 28.2 30.7 21.1 28.2 495 36' _ 33.7 41.5 41.5 33.7 44.9 78.4 3 N M IO
84 W O M n
19-1/8' 40.0 53.4 59.6 40.0 53.4 90.0 42' 29.7 37.2 37.2 29.7 39.6 68.8 z •p 3 p
26-1/2' 96' 29.3 39.7 M.9 29.3 39.1 68.7 48' 26.9 34.2 34.2 26.9 35.8 61.9 C Z I..n
37' 21.6 28.9 34.3 21.6 28.9 50.7 54' 24.8 320 32.0 24.8 33.1 58.9 N 3 O n
24' 32.2 43.0 48.9 32.2 43.0 75.5 w Q
MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION 30NOTE: � 26.t 34.9 40.5 26.1 34.9 61.2 U
OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS 36' 96' 222 29.6 35.1 221 29.6 51.9 O
MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 42' - 25.9 31.3 - 25.9 45.5
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 46' - 23.2 28.5 - 23.2 1 40.8
MUWON SPAN MUWON SPAN 0
1 L 2 ANCHORS S EACH SIDE E MULLS 1 INDN'l
2 ANCHORS AT EACH SIDE E MULLS 3 3 3
ALL OTHER ANCHORS TO BE AS PER R ANCHORS TO BE AS PER �3 3 3 s
WINDOW NOA DETAILS W DETAILS q z g i
i. W1 W2 W2
Tmi
NOTE: 8 0=
REFER TO PAGE 2 FOR OTHER COMBINATIONS. �< m
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WIDTH W w1 +w2 WIDTH W wt + W2 2n.,1 OF
) = 2 ) = 2t
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FLANGE OR FLUSH FRAMES FIN FRAMES i�77SlllA`1� \�� sheet 3 oI7
CRlitT 'R' DEStDN L/]AD CA_RACrrY -PSP CRAR7 gyp' DR4ICN LOAn t'•9ACITY -rff I tJ V '
MUL110N WRH COY&IUTXNi OF SERIES SENTINEL A!ULLON WtDi CO21INKP 1N OF$EPoES SINTINEL p
SINGLE HUNG WINDOWS OR FIXED TRANSOM SINGLE HUNG WINDOWS OR FIXED TT"''SCM
1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT j
1T124DOA DIPS. EACH SIDE OF MUWON EACH SIDE OF A621JON WINDOW DINS. EACH SIDE OF MUU" EACH SIDE OF MULLION Z h
MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE INLL TUBE MULL TUBE MULL i11BE MULL TUBE MULL TUBE MULL TUBE MULL
0
WIDTH(rn YULL SPAN wlmH(w)MULL SPAN � �.W
MULL
1 X3 1 X 4 / X2-1/2 1 X3. 1 X4 1 X2-1/2 1X3 1 X 4 1 X2-1/2 1 X3 1 X 4 I�
19-1/5' 90.0 90.0 90.0 90.0 90.0 90.0 24' 90.0 90.0 90.0 00.0 90.0 90.0
26-1/2' 90.0 90.0 9D,0 9010 90.0 90.0_ 30' 9010 90.0 90.0 90.0 90.0 90.0
37' 50-5/6' 629 529 829 90.0 90.0 � 90.0 36" 90.0 90.0 90.0 90-0 90.0 9010
49' 76.9 76.9 78.9 90.0 90,0 . 90.0 42' 46' 86.9 56.9 86.9 90.0 9011 9010 a N LL
53-1/8' 76.9 78.9 78.9 90.0 90.0 _ 90.0 48' 85.5 55Z 85.5 9010 90.0 9010 GGGY777 .Ni
19-1/8' 9010 90.0 90.0 1 90.0 90.0 90.0 54• 85.5 855 55,5 90.0 90.0 9010
26-1/2' 74,7 74.7 74.7 80.0 90,0 90.0 60• 50.5 85.5 85.5 90.0 90.0 90.0 0 O G
37' ar 59.8 59.6 59.8 9010 90.0 . 90.0_ 24" 86,5 855 a55 90.0 90.0 90.0 Q -.C
49' 522 522 522 90.0 90,0 90.0 30' 73,0 7310 73.0 l0.0 90.0 90.0 IL n
53-1/8" 50.9 50.9 50.9 89.4 90.0 9010 36• 85.1 65.1 65.1 9010 90.0 90.0 `Z N
19-1/6' 77.5 77.5 77.5 90.0 90.0 .. 90.0 42' 801
d• 60.1 60. 1 60.1 9010 90.0 90.0 ptD
26-1/2' $92 592 592 78.5 9o.0 9010 48• 57.0 5710 57.0 PDA 90.0 90.0 LIM
37' 76` 4a.3 48.3 46.3 5910 74.2 90.0 54' 5513 55.3 553 90.0 9010 90.0 C.
49' 39.0 39.0 39.0 46.2 60,6 76.1 60• 54.7 54.7 54.7 POA 9010 9010
53-1/9' 37.5 37.5 37.5 NA 57.7 76.0 24• 66.4 68,4 68.4 90.0 90.0 90.0 $
19-1/a' 663 p3 68.3 78.6 90.0 90.0 W. $7.6 57.6 57.6 23A 90.0 90.0 of C 1
28-1/2' 5110 51.8 51.8 55.5 8910. 90.0 36' 5&7 50.7 50,7 71,6 90.0 00.0 3
37• a5' 40.D 40.0 40.0 41.4 52.0., 90.1 42' 72' 460 46.0 46.0 e4b 80.4 90.0 a
49' J31 312 332 332 41.7. 96.0 48• 42.8 42.8 42.8 1118.11173.7 a" O
53-1/B' 3tA 31.7 31.7 31.4 39.6 i3:S 54' 40,5 40.5 40.5 95A 69.1 al.t C3 C
19-1/8' 535 64.0 64.0 63.5 79.6 . 90.0 60" 39.1 39.1 39.1 62,6 6&1 782 9
26-1/2' �, 46,6 45.4 46.4 46.6 66.6 90.0_ 24' 57.0 57.0 57.0 633 _ 79.4 90.0 O= pp
37' 343 37.2 372 34,5 43.4 70.1 30' 4710 47.6 47.6 61.5 64.7 90.0 xt r n 4
49' 2710 30.7 30.7 27.5 34.6 56.9 36' 84- 41.5 41.5 415 4310 552 62.9 ;cV py
19-1/8' 522 59.6 693 622 a5.6 90.0 42" 372 373 372 467 46.7 74.4 'J" o
26-1/2" 95' _ 38.2 44.9 44.9 36.2 46,1 ".i 48' 342 342 34.2 45.0 44.0 6&4 C_Z LL
37' 282 34.] 343 262 36.4 57.3 54' 32.0 320 320 3210 40.7 64,0 OO
24• 42,0 46.9 48.9 420 528 a&3 O
30" 34,1 40.5 405 44.1 423 692 U 2
NOTE:
MULLIONS 96' 26.9 35.1 36.1 2610 38.3 56.7
ONS RATED IN THESE CHARTS WTTH SINGLE HUNG FRAMES 25.3 3&1 313 9510 _ 31.3 st,4
MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOW_N BELOW. -
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 4E" 22.7 2a.5 215 227 2.5 4&t
MULLION SPAN 1 OR 2 ANC NCH AT EACH SIDE OF MULLS Q g'
ITS`-'ll AL1 OWN
ANCHORS TO BE AS PER 4_ R
M1N00 (TOA DETAILS C
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� 04-02-10 SERIES SENTINEL UNCLIPPED ALUM MUWONS AL-FAROOQ CORPORAT
o no a e CScfi iOn ENGINEERS&PRODUCT DEVELOPMENT r
;: -� 4 �fq8; 1�2• )- t0.i0.17 NO CWWGE THIS SHEET CGI Windows and Doors, Inc. 9360 SUNSET DRIVE,SUITE 220 T
(r O 8 19.29.14 UPDATED TO 2014 FBC 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 3538) C
I dr.Oy C 02.25.15 NO OtAlWE TN6 SNEE MIAMI, FL. 33172 TF1(305)2648100 FAX(306)2626978 �r
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TEL (305)593-6590 FAX. (305) 593-6592 MULLION\M10-01CGI
EDGE DISI. TYPICAL ANCHORS '
1 OR 2 /8 SMS r,
ABY AT EACH SIDE OF MULL(AT WINDOW FRAME) METAL 29Y WOOD BUCK 1-1/4"MIN.WOOD EMBED �v
n• WOOD BUCKQ• \< 0CAP�ACf Y 4 STRUCTURE OW00D STRUCTURE AT EACH SIDE OF MULL to
I SEE SHEET 3 k 4
A g . FOR CAPACITY Z Io
e..• - a'
EDGE DIST. EDGE DIST. EDGE 0
n F z
h
,r vii •. <bDW. z!
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I TYPICAL ANCHORS TYPICAL ANCHORS it iI A'1 r.
I 1 R 2 1 OR 2 TYPICAL ANCHORS Q', O
�ATCEACHSEEEESTIDE MULL AT EACH SIDE OF MULL 1 OR 2 i l l a
I SEE SHEET 3 A: 4 AT EACH SIDE OF MULL :I.I
I FOR CAPACITY FOR CAPACITY SEE SHEET 3 k 4 K O f 1r
FOR CAPACITY /J 0 m g J
I W O f F
I I O
I
I
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. a
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE. r
I � m
I I FLANGE, FLANGE ADAPTOR AND
TYPICAL ANCHORS: SEE ELEV. FOR SPACING FLUSH FRAMES CAN BE USED 4 GLi
--
1/4' DTAPCDN BY 'fiW (Fu-125 KSI, FY-100 KSI) AT ALL ANCHORAGE CONDITIONS. W O
IA
ai 1 i a 1/4' DLA. ULTRACON BY 'FI nn' (Fu-177 KSI,FY-155 KSI) 48 SMS (GRADE 2 CRS) ::3 O=
I y INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (INTO WOOD STRUCTURES FOR FIN FRAMES ONLY Lo�m
0 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 cV l'1
p M n
W 3 THRU ABY BUCKS INTO CONC. OR BLOCKS 1/2' MIN. EDGE DISTANCE2E J
= C 3 n
X I i 'z 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2 3/8'MIN. 3 0,"'
W i 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) w o
DIRECTLY INTO CONCRETE OR BLOCKS N V
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) \ \ 0
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) n -1
ISELF x!14 SM OR C(=Rf}yS (GRADE
3/
E 2 CRS) GG
I i INTO METAL STRUCTURES (HEAD/SILL/JAMBS) \ N
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/6"THK. MIN. (6063-T5 MIN.) \ \\ 2 o -
STEEL: 1/8'THK. MIN. (Fy = 36 KSI MIN.) \ g
I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ———1 ti S "
TYPICAL DISTANC WHEN USED THE MIN. WOOD
BUCK DEPTH SHALL BE 2%".
INTO CONCRETE AND BLOCKS = 2-1/2" MIN. THE USE OF DEEPER OR ie
j INTO WOOD STRUCTURE = 1" MIN. BEVELED WOODBUCKS IS w o a 8
I INTO METAL STRUCTURE = 3/4" MIN. PERMITTED.
o < m
! WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. F1Rt)I7UCT Fio'V:S.y7
CONCRETE AT HEAD, SILL OR JAMBS f•e - 3000 PSI MIN. AAA 111111 AA
I I C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym a 2000 PSI MIN. "U'1 adth 1lw FY✓TiQa
acxp[rcct rb `• .• •� i II
=ro Dueo '�ACENSF'•.
EDGE DIST.
N FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN.
s TYPICAL ANCHORS � ALSO APPLICABLE TO SINGLE HUNG AND
OF (y. Browing no.
AT EACH SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, S''•••. .°"•'�p��` M 10-01
SEE SHEET 3& 4
FOR CAPACITY EQUAL LEG OR FIN FRAME CONFIGURATIONS. AL sheet
6 of 7
--{ .6 12 .500 1.301 1.583 �yftU u
2.505 0
F----2.737
LJLU''7((��� 065 I o
065 F . 450
T I 085 1. .180 0 h z
TYP.�
2.505 2.440 1.745 b 1 3.175 2.505 7W f� z� j
3.675 1.429 2.613 '� .050 Q 0. •S
1.335 Q;p p`no
L I1.015 065 A
.745 I 06 Q
1.015 F- It O u
.993 .745 1.000IF
Q y
1.995 2.846 �{II 1.000 981 V p�T�
2.505 I'-3.237 a¢CC
SERIES 130 SEHIINEL H.R. WDW. FLANGE FRAME HEAD H.R. WDW. FLANGE FRAME JAMB SERIFS 710 SENTINEL SERIES 120 SENTINEL Q IL a
FlX. WDW. FLan1Gc FRAME S.H. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME HEAD S.H. WDW. FLANGE FRAME SILL H.R. WDW. FLANGE FRAME JAMB FLANGE ADAPTOR -w p ro
CGI-118 CGI-136 CGI-135 CCI-137 CGI-139 CGI-109 Q W.5 n
LL Z V -O
-y .612 f'�'1.301--{ 1.583 2.737 OF a w m E 0
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Typ. 2.440 I 2.613 n
2.505 L
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1.335 1.015 �1 1.429
I0 Li
1.245.745 0651 1 O
.995 I .745 II 7YP. .`• II I .991 •� I =
II----2.346 1.015 F•- I�2.505-- 1 2.737
1.495 o C
SERIES 110 SENTWEL SERIES 120 SEIffINF1 � N o
H.R. WDW. FLUSH FRAME HEAD H.R. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME SILL H.R. WDW. FLUSH FRAME JAMB z N r
SERIES 130 SENRNEL S.H. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD CGI-101 CGI-118 ;N M
FlX. WDW. FLUSH FRAME CGrto2 LGr100 FIN ADAPTOR W p M7 n
CGI-119 CGI-110PTO 3 n
C Z U--
1.015 F- 1.015
1.140 y
-1.140-
-
.140-
O
065 3.930 065
4.430 TYP. 3.185 71Y.
3.68.5 2.885 2.885 0 p+
.12,1212111
2.440
SERIES 120 SENTINEL m c_ '"
SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME SILL o 0 0°i i3$
H.R. WDW. FLANGE FRAME SILL CGI-113 ?NODUR RJ;YIS� m - S o
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sheet 7 Of 7