HomeMy WebLinkAboutProduct Approval ,
RECEIVED
DEC 12 2019
MIAMI-DADEFOR L
t 0 r T ST. Lucie counVff kRM&LOUNTY
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.gov/economy
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 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(A-HJ).
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",
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
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#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.
NOA No. 18-0117.01
MIAMMADE COUNTY Expiration Date: September 22,2020
Approval Date: March 01,2018
Y:2j"
18 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.10-0510.14)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
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.
Manuel Pe z,P.E.
Product Control Vtff6iner
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
fmancial 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 Noll-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.]0-0510.14)
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 VxaAiner
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 61h
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 511 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 Per .E.
Product Control Exa ine
NOA No. 18-011 Vine
Expiration Date: September 22,2020
Approval Date: March 01,2018
E-3
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SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS El c
WINDOW FRAME MEMBER INCLUDED IN PROPERTIES ? n
THESE MULLIONS TO BE USED WITH 3N M
SERIES 130 SENTINEL FIXED WINDOW z 0 3 $
SERIES 110 SENTINEL SINGLE HUNG WINDOW c z
SERIES 120 SENTINEL HORR. SLIDING WINDOW n
FOR WINDOWS IMPACT AND LOAD RATINGS SEE $_
CORRESPONDING NOA'S.
LOWER DESIGN PRESSURE FROM WINDOW APPROVALS U c
OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. O
NOTES: yY�
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE C
REQUIREMENTS OF THE 2017 (6TH EDRION) FLORIDA BUILDING CODE ^
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). o R R R
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. c a a g
1BY OR 2BY WOOD BUCKS &BUCK FASTENERS BY OTHERS, MUST BE 3$
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE jAN 0 5 2019 o $s
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - -
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSTRUCTIONS: m < m u c
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. USE CHARTS AS FOLLOWS. -th 6x F1.1A. ``7111111111 TT YY/'
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 JPO ...
LS FOR PARTICULAR OPENING. i •�
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIASHALL MEET THE PRODUCT REVISF0 G
�? sF•'•, s
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. as cumplYiu6
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER Bu'Wm6C°� !>s-ar9.0 0502 - 333
FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY PRODUCT APPROVAL Acc*" ib n =
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR USING CHARTS ON SHEETS 3 THRU 5 SELECT MULUON TYPE
WATER INFILTRATION RESISTANCE ETC. STEP 3 AND ANCHOR QLWITBRES WITH DESIGN RATING MORE THAN By
t.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, THE DESIGN LOAD SPECIFIED IN STEP 1 PROVE.
AND TO BE REVIEWED BY BUILDING OFFICIAL STEP 4 CAPACITY OF SELECTED CGI
'S WINDOWS AND MULLION
�{d O^ •\�((Y` Browing no.
MUST EQUAL OR EXCEED REQUIRED LOADS. i 1SY ...
THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT ��Ss��'AL1�l?77 sheet 1 of 7
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CGI Windows and Doors, Inc.
e 109.5.1No aw"TINS%W 10100 N.W. 25TH STREET MUIML FLORIDA 8Ss78
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V —' ? di NY• TEL (303) 593-6590 FAX. (305)593-6592 MULLION M70-01CGI
ART'A' DR51.N TpAn cApAcrry - PS F CHART 'A' DESIGN 1DAD CAPACITY - PSF
MULLION WITH ANY COMBINATION OF SERIES SENTINEL MULLION WITH ANY COMBINATION OF SERIES SENTINEL p
FIXED,HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS FIXED,HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS m OI
1 ANCHOR AT 2 ANCHORS A7 1 ANCHOR AT 2 ANCHORS AT
WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF AT WMOR DIMS. 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 Z °j J
WIDTH(W)MULL SPAN WIDTH(N')MULL SPM! r IY
1 X 2-1/2 1 X 3 1 %4 1 X 2-1/2 1 X 3 1 X 4 1 %2-1/2 1 %3 1 %t 1 X 2-1/2 1 X 3 1 %4 Z
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 I
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 90.0 037' 50-5/8' 82.9 82.9 82.9 90.D 90.0 90.0 36" 90-0 90.0 90.0 90.0 90.0 90.0 IL N�
4g" 76.9 76.9 76.9 90.0 90.0 90.0 42" 48" 86.9 86.9 66.9 90.0 90.0 80.0 V LL
n
83-1/8' 76.9 76.9 79.9 90.0 90.0 90.0 48' 85.5 85.5 68.5 90.0 90.0 90.0 N��
19-1/8 90.0 90.0 90.0 90.0 90.0 90.0 54" 85.5 85.5 85.5 90.0 90.0 90.0
26-1/2' 74.7 74.7 74.7 90.0 90.0 90.0 80' 65.5 85.5 85.5 90.0 90.0 90.0 Q
37" 63' 59.8 59.8 59.8 83.3 90.0 90.0 24" 85.5 85.5 85.5 90.0 90.0 90.0 dN tj
49" 52.2 52.2 52.2 70.7 90.0 90.0 30" 73.0 73.0 73.0 90.0 90.0 90.0 Q W 2� N
53-1/8' 50.9 50.9 50.9 68.5 90.0 90.0 36' 65.1 65.1 65.1 90.0 90.0 90.0 LL=C q
19-1/8' 77.5 77.5 77.5 81.5 90.0 90.0 42' 80' 80.1 60.1 80.1 90.0 90.0 90.0 J Z�Z 10 2 �•
26-1/2' 59.2 59.2 59.2 60.2 80.3 90.0 4B' 57.0 57.0 57.0 84.9 90.0 90.0 Q W 61 f
37" 76' 45.3 46.3 48.3 45.3 60.4 90.0 54" 55.3 55.3 55.3 81.7 90.0 90.0 0
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.D
19-1/8' 57.9 68.3 68.3 57.9 77.3 90.0 W. 57.6 57.6 57.6 63.9 85.3 90.0 zo C 1O
28-1/2' 42.8 51.8 51.8 42.8 58.8 90.0 36' 50.7 50.7 80.7 55.0 73.4 90.0 - m
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
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49" 25.5 33.2 33.2 25.5 34.0 59.3 48' 42.8 42.8 42.8 45.0 80.0 $5.5 ? O R
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 p W
19-1/8' 48.7 64.0 64.0 48.7 65.0 90.0 80' 39.1 39.1 39.1 40.3 53.8 78.2
28-1/2" o" 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 = Cv=
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 = n a
49' 21.1 28.2 30.7 21.1 28.2 49.5 36' 33.7 41.5 41.5 33.7 44.9 78.4 O N
84" 1 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 3 „
26-1/2' 96' 29.3 39.1 44.9 29.3 39.1 68.7 48' 26.9 34.2 34.2 26.9 35.8 61.9 C Z
37' 21.6 28.9 34.3 21.6 28.9 50.7 54' 24.8 32-D 32.0 24.8 33.1 58.9 3 O o
24' 32.2 43.0 48.9 32.2 43.0 75.5 O
NOTE:
30' 26.1 34.9 40.5 26.1 34.9 61.2
MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION N U
OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS 36" 96' 22.2 29.6 35.1 22.2 29.6 51.9 0
MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 42" - 2s.9 31.3 - 25.9 45.5
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 48' 23.2 28.5 - 23.2 4o.s
MULLION SPAN MULLION SPAN o
1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MULLS
ALL OTHER ANCHORS TO BE AS PER ALL OTHER ANCHORS TO BE AS PER
WINDOW NOA DETAILS WINDOW NOA DETAILS c
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a a,(.; 04-02-10revlsrons: SERIES SENTINEL NCUPPED ALUM MUWONS AL-FAROOQ CORPORATION
a no date I byOeCFI IOn ENGINEERS&PRODUCT DEVELOPMENT
KpN. , 2•_,. A 10.10.,, NO IH6 SNEEf
/ CGI Windows and Doors, Inc.
ut O e I,oe.:s.1• UPDATED TO 201♦Fac 9380 SUNSET DRIVE,SUITE 220
10100 N.W. 25TH STREET MUUNI,FLORIDA33173 (C-4.N. 36ae) C
tr.ey: c m.u.1s No 01rncE TWS sr[er MIAMI, FL. 33172 TEL(305)2e4910o FAX.(305)
O D I1.00.17 UPDATED TO 2017 FOC
Mk EY TEL (305)593-6590 FAX. (305)593-6592 MUWON\M10-01CGI
EDGE DIST. TYPICAL ANCHORS `
1-1/4'MIN.WOOD EMBED
28Y WOOD BUCK
1 OR 2 METAL
18Y AT EACH SIDE OF MULL(AT WINDOW FRAME) STRUCTURE AT EACH SIDE OF MULL p
W000 BUCK. ..+ FO SHS k♦ WOW STRUCTURE SEE SHEET 3!4 = ,\
d. - • 'd .\'• I '. FOR CAPACITY z b
d $ EDGE DIST. EDGE DIST.
EDGE
q
e" a• DIST. \
d
gLYg
I ��
I I I.I Yv O
1 I R2 ANCHORS 1TYPICALOR
ANCHORS ay�
I I 1 OR 2 1 OR 2 TYPICAL M'IC1i0RS
I I AT EACH SIDE OF MULL AT EACH SIDE OF MULL 1 OR 2
I SEE SHEET 3 k 4 SEE SHEET 3 h 4 AT EACH SIDE OF MULL :1:I
I FOR CAPACITY FOR CAPACITY SEE SHEET 3 k 4 IL Z
I FOR CAPACITY
I I C
1 I O
I I
I
1 i WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
j FLANGE, FLANGE ADAPTOR AND
TYPICAL ANCHORS: SEE ELEV. FOR SPACING FLUSH FRAMES CAN BE USED 0
p w
I AT ALL ANCHORAGE CONDITIONS.
� I 1/4" OTA. TAPCON BY 'fl W' (Fu-123 K51, FY-100 KSI)
1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) /8 SMS (GRADE 2 CRS) p N
= p
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ( INTO WOOD STRUCTURES FOR FIN FRAMES ONLY y1 N n m
z 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) cd 0 1"Cj n
a1/2" MIN. EDGE DISTANCE
W i I THRU 1 BY BUCKS INTO CONC. OR BLOCKS ,�{ c z r,
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
W 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) 2 3/88-MINS. �ILLL
J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I I
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
1
ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) p B
STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) , a
I I WHEN USED THE MIN. WOOD o
TYPICAL DGE DISTANCE BUCK DEPTH SHALL BE 2%".
INTO CONCRETE AND BLOCKS = 2-1/2' MIN. THE USE OF DEEPER OR of
c o a
INTO WOOD STRUCTURE = 1" MIN. BEVELED WOODBUCKS IS
I
INTO METAL STRUCTURE = 3/4" MIN. PERMITTED. o< m s o
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. PRODUCT REVISED c
1 CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. 0-—*r"wM do FbFWS '11^1
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. Ate,Mb `��'JPD.�..
E Dom J sF g
• d: By
EDGE DIST. = FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN.
TYPICAL ANctloa5 h ALSO APPLICABLE TO SINGLE HUNG AND J 5?LI`3 OF drawing no.
I OR AT EACH SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, M10-01
SEE SHEET 3&4 EQUAL LEG OR FIN FRAME CONFIGURATIONS. 'irs�0 AL
" FOR CAPACITY Ch1 11111111` sheet 6 of 7
----1.563 U O
.500 1.301
1!� o
2.505 2.737 4Y o
.065
m
Typ. 085 1.450 .180 Z y Z
Typ. TMP• TYP. 0 n O
2.440 3.175 2.505 Ei a
LA
2.505 1.745 .811050_
f Z ltl
3.6755`0 050 Q
Ll�
1.335 1.429 2.613 6
1.015 .745 065L rl a'�O�
.065 d Lil
1.015 F-- r GO'
.995 =.745 1000L Q y W a
1.995 I- 2.846 .500 1� 3 237 o o Jg
2.505 O 6 Ir
SERIES 130 SENTINEL H.R. WDW. FLANGE FRAME HEAD H.R. WDW. FLANGE FRAME JAMB SERIES 110 SENTINEL SERIES 120 SENTINEL O 8
FIX. WDW. FLANGE FRAME S H WDW FLANGE FRAME JAMB S H. WDW. FLANGE FRAME HEAD S.H. WDW, FL4NGE FRAME SILL H.R. WDW. FLANGE FRAME JAMB FLANGE ADAPTOR Q w? N
CGI-118 CGI-136 CGI-135 CGI-137 CGI-139 CGI-109
I-- {L Zy-
1.301 1.563 2.737 J 582
1J
.812 aWO,f �
I .065 065
065 2.505 Typ.065 .Typ.065 -yr.085
TVP. I
065
TVP. 2.440 2.813 N
2.505 �{ 3.175 2.505L
o L
Llr�� i1.015 1.429 1•S� 1.680
1.335 .611
1.245
745 065 O
1.015 2.505
.745 TVP. .500 .050
.995 2.346 T .992.737 1.395 8
� -I �
1.445 SERIES 110 SENTINEL SERIES 120 SENTINEL 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 y N
SERIES 130 SENTINEL S.H. WDW, FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD CGI-101
FIX. WDW,
FLUSH FRAMECGI-116 FIN ADAPTOR H p M n
CGI-119 CGI-102 CGI-100
CGI-110
1.015 r 1.015 I� 3 o
1.14D-•I 1.140-y N U O�
o
065 3.930 065
w
4.430 Trp. 85 TYP. X as
3.1
3.685 2.665 2.885 N
0
c �
2.440 2.440--4
SERIES 120 SENTINEL % y
SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME SILL `o 0 0 "r 8
H.R. WDW. FLANGE FRAME SILL CCI-113 ''RODUCT REVISED °' '- S o
CGI-138 Buil
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