HomeMy WebLinkAboutProduct Evaluation Report MIAMI I•D:ADE blTAMI-DARE COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONONIIC 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.miamidnde.gov/economy
CGI Windows&Doors F
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10100 NW 251h Street ; '
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Miami,FL 33172 Kola ton
SCOPE: CThis NOA is being issued under the applicable rules and regulations governing the tse ofshaetion
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 lierein, and-has-been-designed to-compl with the Florida Building
Code, including the Iii.h..-'velocity fIurricane Zone.
S : Ser-les"Sentinel"i7nclipped;-Extruded Aluma�iuin Tube IVV�uIlion I�:M;
APPRO�O goI3�- a erles en ' m."liillions",
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.,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.
'VERMINATION 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 NOAH 11-1031.07 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
/ r; NOA No. 14-1103.09
=MIAMI�-DADE COUNTY. I"Ll , /r`� Expiration Date: September 22,2020
t Approval Date: March 05,2015
� � Page 1
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
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 FSC,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.II-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-0080-0301-1.0,dated 03/30/10, signed and sealed by Vinu J. Abraham,P.E.
(Submitted under NOA No.10-0510.14)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51b
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.
Ma fuel P� P.E.
Product Contro IE miner
NOA No.14-1103.09
Expiration Date: September 22,2020
Approval Date: March 05,2015
E-1
CGI Windows &Doors
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. RTL-0080-0303-11,issued by
Hurricane Test Laboratory, LLC,dated March 24,2011,signed and sealed by Vials 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 and Doors for their
Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on
01/12/12 and expiring on 09/22/15.
rtl�
ll
Manuel Pg cz, .E.
Product Control k xa finer
NOA No.14-1103.09
Expiration Date: September 22,2020
Approval Date: March 05,2015
E-2
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ERIF NTIN-.EL UNCLIPPED ALUMINUM MULLIONS d o 3
WINDOW FRAME MEMBER INCLUDED IN PROPERTIES 3 0 0
THESE MULLIONS TO BE USED WITH o
SER ES
130 SENTINEL FIXED WINDOW
SERIES 110 SENTINEL SINGLE HUNG WINDOW o
SERIES 120 SENTINEL HORIZ. SLIDING WINDOW
FOR WINDOWS IMPACT AND LOAD RATINGS SEE
CORRESPONDING NOA'S.
LOWER DESIGN PRESSURE FROM WINDOW APPROVALS
OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. _
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THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I
HURRICANE ZONE(HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD,WATER y o m
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Go
p n ry
WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 22
LOADS TO THE STRUCTURE. INSTRUCTIONS: C
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ETMSEOMENT USE CHARTS AS FOLLOWS. - -
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). p
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 T
ANCHORING PART
THS A OTHER THAN THOSE SHOWN IN THESE DETAILS• E.g.JAYAD AWMAD PRODUCTRBVISB. N
FOR PARTICULAR OPENING. m:wmplYAig etit66m Flmldn
ARE NOT PARE OF THIS APPROVAL FLA.PE
YOSS2
A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF STEP 2
USE CONNECTION OF WINDOWS TO MULLION AS PER CAN.. S.
Buildin6Code 14.11 3,G
ANCHORS INTO WOOD ONLY. PRODUCT APPROVAL. Acwplmnce TTo
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT COME INTO USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE IS phibu Dnte ZO a g $
CONTACT WITH OTHER DISSIMILAR MATERIALS$ LL MEET THE REQUIREMENTS STEP 3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE TNAN O201!
OF THE FLORIDA BLDG.CODE. THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. / ,, 2 5 y�Minm�Dnda Product 00111 drawing 0.
[/ It40'✓T�
STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION ! , n
MUST EQUAL OR EXCEED REQUIRED LOADS. `L/' M10-01
THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT
sheet 1 of 7
8. I OR 2 ANCHORS [�M�l
ATEACH SIDE OF MULLION(AT WINOOW FRAME) !Ul
ANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE
3' TYPICAL SEE CHART'B'FOR CAPACITY SEE CHART'A'FOR CAPACITY U
SEE CHART'A'FOR CAPACITY EDAT ALL MULLION COMBINATIONS.
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WIDTH W = c' n
FIXED TO FIXED S.H. TO S.H. H.R. TO H.R. 2 wz
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SEE CHART'A'FOR CAPACITY SEE CHART'A'FOR CAPACITY SEE CHART' FOR CAPAGTY C3 Z
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EXTERIOR EXTERIOR EXTERIOR FIXED TO S H FIXED TO H.R. S.H. TO H.R.
CHART 'A' DESIGN LOAD CAPACITY-PSP CHART'A'DESIGN LOAD CAPACITY -PSF h U U
MULLION WITH ANY COMBINATION OF SERIES SENTINEL MULLION WITH ANY COMBINATION OF SERIES SENTINEL 1\
FIXED,HORIZONTAL SUDING OR SINGLE HUNG WINDOWS FIXED,HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS
WINDOW.DIMS. 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS A7 0
EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION Q P
WIDTH(W)MULL SPAN
MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE W O 1 X 2-1/2 1 %3 1 X 4 1 %2-1/2 1 X 3 1 X 4 WIDTH(W)MULL SPAN1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 %3 1 %4
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 a0
26-1/2" 90.0 90.0 90.0 90.0 90.0 90.0 30' 9D.0 90.0 90.0 90.0 90.0 90.0
37' 50-5/8' 90.0 90.0 90.0 90.0 90.0 90.0 36' 90.0 9D.0 90.0 90.0 90.0 90.0 II,
49' 1 85.0 85.0 85.0 90.0 90.0 90.0 42" 45' 90.0 90.0 90.0 90.0 90.0 90.0 0:C
53-1/8 1 85.0 00.0 55.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 9D.0 90.0 j
19-1/8' 919
0.0 90.0 90.0 90.D 90.0 90.0 54' 90.0 90.0 90.0 90.0 90.0 90.0 a
28-I/2" 82.5 82.6 82.6 90.0 90.0 90.0 60" 90.0 90.0 90.0 90.0 90.0 90.0 0 4<Q
37' 63' 66.1. 66.1 66.1 K44.8
90.0 90.0 24' 90.0 90.0 90.0 90.0 80.0 90.0 0 7 N E
!9' 57.7 57.7 57.7 90.0 90.0 30' 60.6 80.6 80.6 90.0 90.0 90.0 �.
53-1/8' 66.2 $6.2 56.2 90.0 80.0 38' 72.0 72.0 72.0 90.0 80.0 90.0 VUj1 g
19-1/8' 80.7 _ 83.7 _85.7 90.0 90.0 427 60" 68.S 683 605 89.7 90.0 90.0
28-1/2' 59.6 65.5 65.5 795 90.0 46' 53.0 63.0 63.0 84.1 90.0 80.0 mi=l Iu l�
37' 76" 44.8 51.2 51.2 59.8 90.0 54" 61.1 61.1 61.1 80.9 90.0 90.0 O49' J8.6 43.1 43.1 48.8 85.8 60' 60.5 60.5 605 79.8 90.0 90.0
53-1/8' 34.9 41.5 41.5 . 455 81.7 24• 75.6 75.6 75.6 77.1 90.0 90.0 a
19-1/8' 57.4 76.5 75.5 57.4 785 90.0 30" 63.3 63.7 63.7 63.3 84.4 90.0 0
n
26-1/2' 42.2 58.3 57.3 42.2 58.3 90.0 38' 545 58.0 58.0 54.5 72.7 90.0 � N
37' 85' 31.4 41.9 44.2 31.4 41.9 73.6 42' 72' 48.6 50.8 50.8 48.6 64.8 90.0
49' 25.2 33.0 38.7 25.2 33.6 59.1 48' 44.5 47.3 47.3 44.5 59.4 90.0 O
53-1/8" 23.9 31.8 35.1 23.9 31.8 55.9 54" 41.7 44.5 44.8 41.7 65.7 90.0 zi! 0 W
19-1/8' 482 64.3 705 48.2 64.3 80.0 60' 39.9 43.2 43.2 39.9 53.3 90.0 8 O
26-1/2' 90" 35.4 47.2 53.6 35.4 47.2 82.9 24" 47.9 63.0 63.0 47.9 64.0 90.0 a q;F,
37' 26.2 35.0 41.2 26.2 35.0 61.4 1 SD' N28.6
52.1 52.6 39.1 52.1 90.0 N o
z to tO
49' 20.9 27.9 33.9 20.9 27.8 49.0 36' 44.5 45.8 33.3 445 78.1 �S N M
19-1/8' 39.6 52.9 65,8 J9.6_ _ 52.9_ 90.0 42' 84" 39.2 41.1 29.4 39.2 68.9 d 0 3 M m
N
26-1/2' 96' 29.0 38.7 49.8 29.0 38,7 68.0 48' 35.5 37.8 26.8 35.8 62.3J7' 21,4 2B,836.0 21.4 28.6 50.2 54" 32.8 35.4 24.8 32.8 b7.8 3 p o
24" 425 54.0 31.9 42.5 74.7 1. OQMULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION 30' 345 44.8 25.9 34.5 60.6 L)
OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS 36' 96• 21.9 29.3 38.8 21.9 29.3 51.4 0
MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 42" - 25.6 34.625.6 45.0
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 48' - 23.0 31.s 23.0 4o.a
MULLION SPAN mMULLION SPAN o
1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MULLS N
ALL OTHER ANCHORS TO BE AS PER ALL OTHER ANCHORS TO BE AS PER
WINDOW NOA DETAILS WINDOW NOA DETAILS 0
El
w1w2 W1 W2
0o66NOTE:REFER TO PAGE 2 FOR OTHER COMBINATIONS.
j3 ij 3 Engr.JA`AD AHWD PRODUCT REVISIiD
D LU CML us wmplpinguith the Flmldn q
FIA PE 70592 Building Code g
C.A.M. 38
t�, IN-pinAmplance Nn if �2D 5
-t t_ � 1?Xpimtion Datc o
WIDTH W W1 +W2 W1 +W2 Alinmi PralnolContro-1?'� Browing no.
( ) = 2 WIDTH (W) = 20. 016 �) M10-01
FLANGE OR FLUSH FRAMES FIN FRAMES 1 61,66t 3 or 7
CHART'B'DESIGN LOAD CAPACITY- PSF CHART'B' DF,SIGN LOAD--QAPACLTY -M �U
MUWON WITH COMBINATION OF SERIES SENTINEL MULLION WITH COMBINATION OF SERIES SENTINEL
SINGLE HUNG WINDOWS OR FIXED TRANSOM SINGLE HUNG WINDOWS OR FIXED TRANSOM �I
1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT
WINDOW DIMS. EACH SIDE OF MUWON EACH SIDE OF MUWON WINDOW DIALS. EACH SIDE OF MULLION EACH SIDE OF MULLION Z
MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE o
WIDTH(Yn MULL SPAN WIDTH(W)MULL SPAN ] �
1%2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 %4 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 Q 8
19-1/e' 90.0 90.0 80.0 90.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 90.0 90.0
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 0
37' 50-5/6' 90.0 90.0 90.0 90.0 90.0 _ 90.0 367 90.0 90.0 90.0 90.0 90.0 90.0 a
49' 85.0 85.0 85.0 90.0 90.0 90.0 42' 48' 9D.0 90.0 90.0 9D.0 90.0 9D.0
53-1/B' 85.0 85.0 85.0 90.0 90.0 9D.0 48' 90.0 90.0 90.0 90.0 90.0 90.0 V O N
19-1/8' 90.0 90.0 90.0 90.0 90.0 90.0 54' 90.0 90.0 90.0 913.0 90.0 90.0 p
26-1/2' 82.8 82.8 82.6 90.0 90.0 80.0 60' 90.0 90.0 90.0 90.0 90.0 90,0 0 IL Q Q g
37' 63' 66.1 66.1 68.1 _80.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 90.0 90.0 0 0
49' $7.7 57.7 57.7 90.0 90.0 9D.0 30' 80.6 80.6 80.6 90.0 90.0 90.0
53-1/8' 56.2 56.2 56.2 885 90.0 80.0 36' 72.0 72.0 72.0 90.0 90.0 90.0 L6 Z
19-1/8- 85.7 85.7 85.7 90.0 90.0 90.0 42' 60' 68.5 66.5 88.5 90.0 90.0 90.0 I ZZ I�u
26-1/2' 65.5 65.5 65.6 77.7 90.0 80.0 48' 63.0 63.0 63.0 90.0 90.0 90.0 Q W ei
37' 76' 51.2 51.2 51.2 58.5 73.4 90.0 54' 61.1 61.1 61.1 _90.0 90.0 90.0 0
49' 43.1 4J.1 _ 43.1 _47.7 60.0 66.3 60' 60.5 60.5 60.5 90.0 90.0 90.0
53-1/8' 41.5 41.5 415 455 57.2 829 24' 75.6 75.6 75.6 90.0 90.0 90.0
19-1/8' 74.8 75.5 75.5 74.8 90.0 90.0 30' 63.7 63.7 63.7 82.5 90.0 90.0 z
0
26-1/2' _55.0 _ 57.3 57.3 55.0 69.1 90.0 36' 58.0 56.0 58.0 71.1 B9.3 90.0 3 a
37' 85' 40.9 44.2 44.2 40.9 51.4 03.1 42' 72' 513.0 50.6 50.6 63.4 79.6 90.0 V) N
49' 32.9 38.7 38.7 32.9 41.3 66.8 48' 47.3 47.3 47.3 58.1 729 90.0 = O
53-1/8 31.1 35.1 35.1 31.1 39.1 63.2 54' 44.8 44.8 44.8 54.4 68.4 89.6 O W
19-1/8' 62.8 70.8 70.8 82.9 79.0 90.0 60' 43.2 43.2 43.2 52.1 85.4 86.4 (�
26-1/2' 90' 46.2 53.5 53.5 46.2 58.0 80.0 24' 62.6 63.0 63.0 62.6 78.6 90.0 a o�
37' 34.2 41.2 41.2 34.2 43.0 69.4 30' 51.0 52.6 52.6 51.0 64.1 90.0 ��
49' --_27.3-----33.9 33.9 27.3 34.3 55.4 36' 94' 43.5 45.8 45.8 43.5 54.6 88.3 O �i N M N
I
19-1/8' 51.7 65.0 65.9 51.7 65.0 90.0 42' 38.4 4I.1 41.1 38.4 48.2 779 d 0 3 N
26-1/2' 98' _37.9_ _47.8 49.8 37.9 47.8 78.9 48' 34.7 37.8 37.8 34.7 43.6 70.4 _Z Z
�y
37' 27.9 35.1 38.0 27.9 35.1 56.7 54' 32.1 35.4 35.4 32.1 40.3 65.1 rn O
24' 41.6 52.2 54.0 41.8 52.2 84.4 O
Q
30' 33.7 42.4 44.8 33.7 42.4 68.5 U m
NOTE: 36' 96' 28.8 38.0 38.8 28.6 36.0 5B.1
MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES 42' 2s.1 St.s 34.s 25.1 31.5 50.9
MAY BE ORIENTED VERTICALLY OR HORRONTALLY AS SHOWN BELOW.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 48' 22,128.2 31.5 zzs 28.2 45.6
MULLION SPAN 1 OR 2 ANCHORSAT EACH SIDE OF MULLS O
II��II ALl OTHER ANCHORS TO BE AS PER u
WINDOW NOA DETAILS
"I i1 I't W7 W2
Z
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o --
Engr JAVAO AHMAD PRODUCT REVISL•ID N '4
CML ns oemplyinD with the FloNda \
' RA PE(70592 Hui n
CAN. Acceptma�icc tcc Nol�-/(0S,017jj
I { CxplrotionData 262C � �` �
WIDTH (W) = WL 2 W2Nlinnt�edePmducl Co Iml drawing no.
L�t:B a 5.2015 M 10-01
`' sheet 4 of 7
CNA 'C' DESIGN LOAD CAPACITY - PSF CHART'C' DESIGN LOAD CAPACITY- PS,[ �U a
1 OR 2 ANCHORS
HORRONTAL MULLION WITH COMBINATION OF SERIES SENTINEL HORIZONTAL MULLION WITH COM8INADON OF SERIES SENTINEL o
AT EACH SIDE OF MULLION(AT WINDOW FRAME)
FIXED OVER HORR.SLIDING WINDOW FIXED OVER HORR.SUDING WINDOW
TYPICAL o
1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT SEE CHART FOR CAPACITY -�
WINDOW DIMS. MULLION DIMS. Z n, /
EACH SIDE OF MUON EACH SIDE OF MULLION EACH SIDE OF MULLION EACH SIDE OF MULLION
WINDOW WINDOW TRANSOM MULL TUBE
MULL X TUBES MULL TUBE MULL TUBE WINDOW WINDOW TRANSOM MULL TUBE MUILX 3BES MULL TUBE MULL TUBE / / \ \ F f N
WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4
ta
12" 90.0 90.0 90.0 90.0 12' 90.0 90.0 90.0 90.0
18' 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0
24" 90.0 90.0 90.0 90.0 24' 9D.0 90.0 90.0 90.0 Q�j d
52-1/8" 30' 90D 90.0 _90.0 _90.0 36• 30' 90.0 90.0 90.0 90.0 V put N
36" 90.0 -90.0 90.0 90.0 36' 90.0 90.0 90.0 90.0 jppp���� >Q g
42" 90.0 90.0 90.0 90.0 42' 90.0 90.0 90.0 90.0 O h O
46 90.0 90.0 90.0 90.0 48' 90.0 90.0 90.0 90.0 Fs
25'
12' 90.0 90.0 90.0 90.0 12" 90.0 90.0 90.0 90.0 ZCir
18" 90.0 90.0 90.0 90.0 18' 90.0 90.0 90.0 90.0 $j
24' 90.0 90.0 90.0 90.0 24' 84.0 84.0 90.0 90.0 Q
73' 30• 81.6 81.6 90.0 90.0 52-1/8' 62" 30' 79.3 79.3 90.0 90.0 0
36" 74.9 74.9 90.0 90.0 36' 76.1 76.1 90.0 90.0
42" 69.9 69.9 90.0 90.0 42' 74.1 74.1 9D.0 90.0 N
A
48' 66.3 66.3 86.9 90.0 48' 73.0 73.0 90.0 90.0 I WINDOW WIDTH �I o
90.0 90.0 90.0 90.0 12• 66.3 70.6 84.6 90.0 m
18' 90.0 90.0 90.0 90.0 18' 60.7 63.4 77.6 90.0 R 1A m
24" 90.0 90.0 90.0 90.0 24' 58.2 58.1 71.6 90.0 2 1/2• 3' 4' ? O
52-1/8' 30' 90.0 90.0 90.0 90.0 73" 30" 62.5 54.1 67.2 90.0 O W
36' 90.0 90.0 90.0 90.0 38' 49.6 1 51.0 63.4 90.0 Q 43 O IL
42' 90.0 90.0 90.0 90.0 42" 47.3 48.7 60.5 89.3 i
37-3/8' 12' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 45.5 48.9 58.288.1 I 9 NM,gl
Ed O M n
18• 85.9 86.1 90.0 90.0 _Z Z E
24' 78.8 76.6 90.0 90.0
7J' 30" 69.8 69.8 90.0 90.0 N p=
36' _ 64.8 _64.8 83.4 90.0 O .1
42' 61.0 ---01.0 78.4 90.0
48' 58,3 58.3 74.8 90.0
O
12" 90.0 90.0 90.0 90.0
18' 90.0 90.0 90.0 90.0 G
24" 90.0 90.0 90.0 90.0 N
36' 30• 90.0 90.0 90.0 90.0 0 H 9
36' 90.0 90.0 90.0 90.0 FIXED OVER H.R. o w
42' 90.0 90.0 90.0 90.0 i
48• 90.0 90.0 90.0 90.0 0
12" 90.0 90.0 90.0 90.0 m g g
18' 90.0 90.0 90.0 90.0
24' 90.0 90.0 90.0 90.0 =
o
52-1/8' 49-5/8' 30' 90.0 90.0 90.0 90.0
38' 86.9 85.9 90.0 90.0 0 m a
42' 83.3 83.3 90.0 90.0
48' 81.9 81.9 90.0 90.0 m
12' 79.1 82.8 90.0 90.0 Eng. lAVAD AHMAD PRODUCI'Rmsm
18• 71.2 73.1 90.0 90.0 CML as complying w•ilh the Fimido
FLA.PE 7p592 DuilJing Code
24' 65.0 66.1 63.2 90.0 CAN.�58 Atteplmiee No�Q•/�D�
i1 1!x HrnHon Dnlo ZD n E
73' 30• 60.2 61.0 77.0 90.0 �.,, y�
36' 56.4 57.1 72.1 90.0 Mian Prodncl(:anlr
42' 53.4 54.2 68.3 90.0 I drawing no.
46• s1a 52.0 65.4 sG.O i� y M10-01
��3 � ��olg sheat 5 of 7
EDGE DIST. TYPICAL ANCHORS IS SMS to
If''1' I OR 2 2BY WOOD BUCK 1-1/4"IAN.WOOD EMBED -- V v
WOOD BUCK AT EACH SIDE OF MULL(AT WINDOW FRAME) METAL I OR 2o
SEE SHEET 3&4 STRUCTURE OR AT EACH SIDE OF MULL
a•;� I. . . FOR CAPACITY WOOD STRUCTURE SEE SHEET 3&4
•°• •`•i g°' a. FOR CAPACIN n
n,.•e• d.' Z EDGE 01ST. EDGE DIST. EDGE O _
•' ... 'v DIST.
UP
° o
I I
I 0.
�o
(0,10
arch'
0R
I TYPICALANCHORS TYPICAL ANCHORS TYPICAL ANCHORS
OR2
1 1 OR 2 I OR 2 1 OR 2
I AT EACH SIDE OF MULL AT EACH 510E OF MULL AT EACH SIDE OF TAULL :i;I �,Z _o
j SEE SHEET 3&4 SEE SHEET 3&4 SEE SHEET 3&4 t F
FOR CAPACITY FOR CAPACITY FOR CAPACITY Q Z
I YI
I
j - I TYPICAL ANCHORS: SEE EUX.FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ,, a
1/4" DIA, TAPCON BY 'TIW (Fu-125 KSI,Fy=100 KSI) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM zo
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. s
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) v1 "
j FLANGE, FLANGE ADAPTOR AND �
w
THRU 1BY BUCKS INTO CONC. OR MASONRY O Lq
FLUSH FRAMES CAN BE USED O w
I 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 8 p
AT ALL ANCHORAGE CONDITIONS. m
I I u.
I I DIRECTLY INTO CONC..OR MASONRY
I
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) toy
O I $ 2 3/8"MIN. �i Nth fO
0 0 1/4" DIA, ULTRACON BY ' ICO' (Fu-177 KSI,Fye155 KSI) , O M m
( I t 3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z Z t'1
=
1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) \ GN7 3 0-
W i THRU 1 BY BUCKS INTO CONC. OR MASONRY 2 3/8"MIN.
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
I DIRECTLY INTO CONC. OR MASONRY v \
{ i 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) \\
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
#14 SMS OR SELF DRILLING REW4 (GRADE 2 CRS) `0 4 c
WHEN USED THE MIN. WOOD
INTO METAL STRUCTURES BUCK DEPTH SHALL BE 2'". w
I STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) THE USE OF DEEPER OR d $
j ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) BEVELED WOODBUCKS IS
I I
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PERMITTED.
I T
I
TYPICAL EDGE DISTANCE c o o�;d
j INTO CONCRETE AND MASONRY = 2-1/2" MIN. y _ $o
I I INTO WOOD STRUCTURE - 1" MIN. °< m
INTO METAL STRUCTURE - 3/4" MIN.
1 t WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c o 3000 PSI MIN. Engr.davaD AHIAAD .m,pPRODUcTREVTsco
CM B ilding lug Codwish Oto Florida r
° °� �, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN, M PE 70592 BnildingCode
CAN. Cf
�'� Acceptnttcc No
•. — L>Itnlion Iht1e � Qjj p
EDGE DIST.' FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. IT
a I rYPICALaNDHorss ALSO APPLICABLE TO SINGLE HUNG AND 1 , `� Ivfime 7.tdcProdoclControi drawing no.
AT EACH SIDE OF IAULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, � � t' M 10-01
•• FSEEOR SCAPACITY&4 EQUAL LEG OR FIN FRAME CONFIGURATIONS. �� '�� .�15'',
sheet--6--f 7
.8 12 {�- .500 1.301 1.583
2.505 2.737065 065 of
065
-- T1P. a 065 1.450 .180 2 z
2.505 F r2.440 '811 IYP.
1.7453.175 2.505 I.
1.335 3.875 1.429 [2. 13 •5 .050 a gG
L L
1�5 .745 •10,8fP5 Q L�
-TF.995 .745 1.01s 1.000IF O O aL
1.995 2.848 .500 1,000 4-.891 V C s!
h
2.505 3.237 Qac 0 M
SERIES 130 SENTINEL H.R. WDW, AN FAM HAD H.R. WDW. FLANGE FRAME JAMB SERIES 110 SENTINEL SERIES 120 SENTINEL O n
FIX. WDW. FLANGE FRAME S.H. WDW, FLANGE FRAME JAMB S.H. WDW, FLANGE FRAME HEAD S.H. WDW, FLANGE FRAM- I L H.R. WDW, FAN FRAM IAMB FLANGE ADAPTOR ��jI ao p n
CGI-118 CGI-136 CGI-135 C01-137 CGI-139 CGI-109 Gt 3 G
Z�4_ g
f12 1.583 -2.737 I3 2.505 065065 0
1YP. TYP, T1P.yp, 2.440 2.0� -y- 3.175 2.5051.335 1.015 I 1.429 t.b50 1.600
11
.745 500 O rjRp 2.346 1.015 2505-� .992.737 .050 1.395 8 Ftc
SERIES 110 SENTINEL SERIES 120 SENTINEL (n
H.R. WDW, FLUSH FRAME HEAD H.R. WDW, FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME SILL H.R. WDW. FLUSH FRAME JAMB to 0 00,
SERIES 130 SENTINEL
FlX. WDW. FLUSH FRAME S.H. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD ccl-tot ccI-116 3 NM
CGI-102 'CGI-100 FIN ADAPTOR Ed O M m
CGI-119 CGI-110
1.015 1.015
O�2
1.140
1.140-
1.140-
1
.140
F
065 3.930 065
4.430 TYP. IYP. 3
3.685 2.885 3.185 2.855 o
r2.147 2.440
SERIES 120 SENTINEL in
SERIES 120 SENTINEL H.R. WDW. FLUSH iRAME SILL 0
H.R.WDW. FLANGE FRAME SILL CGI-113 S 3 g o
CGI-138 < m v
o
Eng,..JAVAD AHMAD PRODUCPtRRVISBD r
FRA.PfM/7.0592 ns complying with the PlOfida
CAN.7539 Building"0"11 AA
nR Acceplan.No tY-I 10S .. .
llxp6ulion Dal0 'IG2,c g �3
�A _ U
�''x lyyriv.
4 _ ._ o
f.-� qo�� M�me-' ucl nlrol' d Ing no.
mlo
sheet 7 of 7