HomeMy WebLinkAboutProduct Approval r RECEIVED
DEC 0 41019
'i
Permitting Department
MIAMI-RADE St. Lurk&SW-DARE COUNTY
e 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)3I5-2599
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(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 110"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUIV.IENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw.
(L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, 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#15-0512.10 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.17-1018.08
MIAMMADE COUNTY Expiration Date: September 22,2020
l2f2� r� Approval Date: December 21,2017
� f Page 1
k ile Copy
CGI Windows and.Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0510.11)
2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H.Wdw. (L.M.I./S.M.I.)",
sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by
Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBCTAS 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 7500 PVC fixed
window,to qualify DuPont`Butacite"PVB interlayer, Duraseal®and Super Spacer(M
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.
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)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,TAS 202-94
along with marked-up drawings and installation diagram of a series"Sentinel"
aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test
Report No. HTL-0080-0101-10, dated 02/03/10,.signed and sealed by Vinu J.
Abraham,P.E. (Submitted under NOA No,10-0510.11)
Manue P ez, .E.
Product Control sa finer
NOA No.1 -1018.08
Expiration Date: September 22,2020
Approval Date: December 21,2017
E-1
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'h
Edition(2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No.14-0915.06)
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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t'Edition(2014), and of no
financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed
by Javad Ahmad,P.E.
(Submitted under previous NOA No.14-09-15.06)
2. Laboratory compliance letter for Test Report No.HTL-0080-0101-10, issued by
Hurricane Test Laboratory, LLC, dated February 03,2010, signed and sealed by Vinu
J.Abraham,P.E.
(Submitted under NOA No.10-0510.11)
3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont 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, Supervisor.
G. OTHERS
1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their
Series "Sentinel 110"Aluminum Single Hung Window-L.M.I. approved on 02/05/15
and expiring on 09/22/20.
Min`ueWiereiL P.E.
Product Contof miner
NOA N .17-1018.08
Expiration Date: September 22,2020
Approval Date: December 21,2017
E-2
w
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBINIITTED
A. DRAWINGS
1. Drawing No W10-03,titled`'Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)",
sheets 1 through 9 of 9, dated 02/02/10,with revision D dated 09/29/17,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. None
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FEC 61
Edition (1017), dated 09/29/17,prepared by AI-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. 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 GIass 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,complying with FBC 5th Edition(2014),with FBC 61
Edition(2017),and of no financial interest,dated September 14,2017,issued by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows&Doors for their
Series"Sentinel 110"Aluminum Single Hung Window-L.M.I., approved on
08/06/15 and expiring on 09/22/20.
Manuel re P.E.
Product ContrE miner
NOA No. -1018.08
Expiration Date: September 22,2020
Approval Date: December 21,2017
E-3
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53 1/8' - 52 1/6' 52 1/8'
FLANGE WIDTH BUCK WIDTH BUCK WIDTH u o
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SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW w o
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION ¢ g _
CHARTS SHOWN ON SHEET 2. N
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APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF S.N./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY n
APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS o
IN BETWEEN. CENTER ANCHOR REQUIRED WHEN a
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16" v
WILL APPLY TO ENTIRE SYSTEM. g
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014(STH EOITION)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS
BUILDING•CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS in o r w n
1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE o !'
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT •�,� p
TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT o
ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILSAND 111 1111 0
MATERIAL SHALLD BICE B ONDSWALL DRESSING REISTUC EMBEDMENT TO 845E � .an
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS.INTO WOOD ONLY. i•;I(( �� y;•{''LLy°'CEH^rS7�'-, ' o
ALL SHIMS TO BE HIGH IMPACT,NON—METALUC AND NON—COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STIED/METAL SCREWS,THAT N 70592
COME INTO CONTACT WITH OTHER DISSIMILAR MAT�UALS SHALL MEET THE PRODUCPREVISW —
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. "9_rA y 1.6 with do Ffvift — O
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Building Code — --
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FOR A SITE SPECIFIC PROJECT.L..LIFE SAFETY OF THIS PRODUCT,ADEQUACY ,U � 9
Expiry n DI 2O'lD
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR i ,[ORIDr;.•' \��`
WATER INFILTRATIGN_RESISTANCE ETC.___- -_ _ - D �iASs+ •••• �C7�0 W10-03
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, _ _
AND TO BE REVIEWED BY BUILDING OFFICIAL. Miarm mle P[uduct
EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP
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FLANGE DMS. BUCK DMS, CLL46 TYPEs'A'e'AL'G=TYPES'E'A'BL' FLANGE DILLS. DOLT(DIALS. 170-5/8' 75.0
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29-1/2' 25-1/2' 75.0 79.0 80.0 85.0 49' 79' 48' 78' 75.0 75.0 80.0 85.0 m 14
37' 26• 36' 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' ' 75.0 75.0 80.0 850 48• 7s.0 75.0. 80.0 69.0 31' 30' 75.0 760 B0.0d pS2-1 8' 75.0 75.0 80.0 69.0 Q�. V/ 33' 85' 32' 84' 75.0 7s.0 BD018-1/8• 75,0 75.0 60.0 85.0 37' 3e • 7s.o 75.0 B0.028-1/2' 29-1/2' 75.0 76.0 DD,O 85.0 43' 42' 75.0 75.0 80.0 85.0 EO. LL
37' 36-3/8' 38' 37-3/5' 75.0 79.0 80.0 69.0 Q p yj�7
49' 48• 75.0 75.0 80.0 85.0 S F�F p P1
53-1/8' 82-1/8• 75.0 75.0 80.0 85.0 WIDTH cWa Y�S
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19-1/8' 18-1/B 79.0 75.0 80.0 BSA
26-1/2' 25-1/2• 75.0 75.0 80.0 85.0 m J
37' 50-5/8' 36• 49-5/8• 75.0 75.0 80.0 85.0
4B' 48• 75.0 79.0 B0.0 85.0 'LL
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53-1/8• 52-1/e• 79.0 75.0 80.0 85.0
19-1/8' 18-1/8' 76.0 75.0 80.0 85.0
26-1/Y 26-1/2' 75.0 79.0 80.0 85.0 u a O
37' 63' 36' 62' 75.0 79.0 80.0 85.0 =
49' 48' 76.0 75.0 80.0 85.0 m zi
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1/8'ANN. CLASS 1/8'HEAT STREN'D GLASS
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(L.M.I ONLY)
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TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAMED
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MULLION&MULLION ANCHORS 1 f
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g WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q�1
J z 3/a'MLN. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0
-- AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV.FOR SPACING
I SWEEP LOCK 2 3/8'MIN. 1/4' DIA. T PCON BY„_ITW" (Fu=125 KSI, Fy-100 KSI) v G n
1 OPTIONAL TO -----^— 714' DIA, ULIRACON BY'ELCO' (Fu=177 KSI,FY-155 KSI) C "1
EGRESS LOCK
ES AT SILL \ INTO 25Y WOOD BUCKS OR WOOD STRUCTURES o y^ $
�` 1-•1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) = 0
4 THRU 1BY BUCKS INTO CONC. OR BLOCKS vi Q
F5�1 ` 1--1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a v
O E4 -
-----
1-T/4" MIN. EMBED INTO BLOCKS (JAMBS)
WHEN USED THE MIN. WOOD BUCK 0=04
M DEPTH SHALL BE 2%", THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS o 10 N I-
W i DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) d O M
1-i 4" MIN. EMBED INTO BLOCKS JAMBS z C3 v°
i 1 PERMITTED. / ( ) _
W i
#14 SMS OR SELF DRILLING SCREWS {GRADE 2 CRS}
tF INTO MIAMI—DADE COUNTY APPROVED MULLIONS o ;
0 OR
T INTO METAL STRUCTURES (HEAD/SILL/JAMBS) u1
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 7—
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) e
o 11 STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) g
j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINED) o R
TYPICAL EDGE DISTANCE g B '
1 INTO CONCRETE AND MASONRY = 2" MIN. d
S4INTO WOOD STRUCTURE = 1" MIN.
1 i INTO METAL STRUCTURE - 3/4" MIN. a
E6
WOOD AT HEAD �0 Amo
, SILL OR JAMBS SG -0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. •"? g$x IS
M9 C-90 HOLLOW/FILLED BLACK AT JAMBS fm— 2000 PSI MIN. c m v v
1
PRODUCT RS1tthe ``111111111!117111
s ED
an)nt.�M1yingwith>i B+A FtTa83a f
��t
da "':•••:.; //^ i a
t4 d a AacaplanaeNa -lot 8.08 �� ��:1���sE
de a' Exgimtinn Data A. .",•
•.a. .}^ '" 1 n t'Ii.+.ali
v
.v-a• y a. .--- 'v H •d TYPICAL ANCHORS + n it
Gulldiny Cu ••. W: v
EDGE OI •°' v' 'v ~ 4 °'.. ! I SEE ELEV.SL / TATE OF k/.; drawing no.
I
TYPCAL ANCHORS FOR SPACING .••ORiPn.•�� ; W1 Q—Q3
WOOD SUCK FOR SPACING
b
i
),r
1/4•MAK. BUCK WIDTH 1/a•MAx. FLANGE & FLANGE ADAPTOR FRAME
SHIM SHIMS O
TYPICAL ANCHORS O 1 1 TYPICAL ANCHORS Q b h
SEE ELEV. SB S5SEE ELEV.
FOR SPACING 1 1 MB FOR SPACING 1
!P.o FLANGE ADAPTOR FRAME ° -q 6 0
METALt9
STRUCTURE -1'1 a•
is0 RE On g
OG
w 00�rr
O 41 a!
EXTERIOR 1 r WOOD BUCKS =_= LL'?y
lBy
1 JZZ
D.L OPC.
] y o
O r
i N
1/4•MAX. BUCK WIDTH 1/a"MAX. j. m
SHIMS SHIMS
txi � I C N
TYPICAL ANCHORS OE ! 30
SEE ELEV. TYPICAL ANCHORS i 3 o
FOR SPACING TSEE ELEV. O
°v FOR SPACING v=i O CJ
I I g Q La
- -----------
C U)
v o
U)
1 1/a•.
7WO.. 0BUCTUR
• N v
WOOD BUCKS 10 °W' U O m -
rn
MIAMI-DADE COUNTY $
APPROVED MULLION ggn
dt MUWON ANCHORS 1/2'TYP. o 15
SEE SEPARATE NOA m a
BUCK WIDTH BUCK WIDTH E d g g
INTALLATION DETAILS SHOWN ON PAGES 4
AND 5 APPLY TO BOTH FLANGE FRAME AND
r___ FLANGE ADAPTOR FRAMES. o
r- T °
I PRODUCTREVlr °
I 1 es amnplywg wilhlfi0[•'kR3de 0<m u m
I I Building
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ATE OF wing n°.
gta x 1•FH.SMS. %, 5, ,<otaol•,.•G � W10-03
-- —
- -- -- - - -- ---'//ryl(1111NY``
EE�ANGHGRS STRUCTURE EQUAL LEG FRAME V "
1BY FOR SPACING
U
WOOD BUCK I"
:� I
d n•' .,Q a' .. '••. T ECALLEVµCHORS f___________________,, O
'EDGED.DIST. SEE o '� I r------------------- 3
a' •d v e 'a d,.°'•,a, aa'� v d. FOR SPACING o I I MIAMI-DADE COUNTY APPROVED I Z
d, w GE DIST. g \ EDGE
a_i I SEE SEPARATE N04 MULLION& MULLION ICHORS i i Q F b W
7W °'
\ \ I J EDGE DIST, I d ZCIL
II 0�O�"...4 U
Et y p
N r
Vpatd andt�t
jl TYPICAL ANCHORS TYPICAL ANCHORS O a p Q o
.I M2 SEE ELEV. SEE ELEV,
j FOR SPACING FOR SPACING O 0 p
II SEE rAL ANCHORS MIM11-RADE COUNTY �. Z g N
FOR SPACING APPROVED MULLION Q p 6• m
MULLION ANCHORS IL=c
BUCK WIDTH BUCK WIDTH SEE SEPARATE NOA
p 4 1/4'MAX. .J t7 m
SHIMS BUCK WIDTH Q Omi
2E
SWEEP LOCK 1 1/4'°
OPTIONAL TO
I.. 1 EGRESS LOCK _ _ 1 1 '� C
AT SILL - — -- — -
-
�IIf'�—r1n`r1�L�I'u�B
O
a I I 0
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it
O
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WN N e
F I t li m 'v EJ E6 X14 X1" FH. SMS. d 0 M
EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY,
INTO WOOD, CONCRETE OR METAL STRUCTURES O
WITHOUT THE NEED OF A WOOD BUCK.
¢ R
S
S4 da m gs
3 °•d < j
1
a.
E6 n��_``�n .4, R '9 • 1 a v, m m
2 3/8'NTN�y '•' •' <..° •� TYPICAL ANCHORS _o o'o�$
I ISEE
MB \ •PItbDUCE REVISED FOR SEPA ING $ 8$
O I O<m
'p cumplYing wil4 the FkTW n�
C 1 � D,:ading Code
\ Accep=ceNo
EZ Expimdo.mle ZD `�� Y��7•,:•••••..�69a �� I •, I
':VOENSF••. �� o i
nae Produc = i
'. WHEN USED THE MIN. WOOD BUCK n,f ,I t � N°• 0592
• N DEPTH SHALL BE W. THE USE OF ; -'; To it y i
EDGE Df.� ° DEEPER OR BEVELED WOODBUCKS IS ��' fY
.• TYPICAL ANY:HORS :•
SEE ELEV. PERMITTED. STATE OF 4(/ Browing no.
,• v. 1BY I FOR SPACING :�� S'• ORIDP,.���'�� W10-03 -
WOOD BUCK \��
1,111111t Lt���� sheat 6 of 9 i
1
I!
11
r�
rflPICALANCHGRS "
ILLUSTRATIVE DRS.ONLY SEE�• FIN FRAME
EXT.OR INT.FINISHES Ell FOR SPACING w p
NOT BY CCI
g Z in3
HOUSE WRAP \ TYPICAL ANCHORS: SEE El". FOR SPACING a 5 l0 0
NOT BY CGI
�n
��c
.J8 SM (GRADE 2 CRS) N ,•
E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
E9 --- BACKDED 1-1/2" MIN. PENETRATION INTO WOOD N�^
CAULKING
O f7 0
i i M2 0 la _
S
aW�s6,
J aa�
I fn N
I SWEEP LOCK g 1
I 1 OPTIONAL J U
� EGRESS LOCK
AT SILL
p N
WOOD STRUCTURE 1/4'MAX. 3 LO
B NOT BY CGI GAP BUCK HEIGHT 1/'. �x0 W
OGAP
I�I 1/2'MIN. -O F
E4 1/2'MIN. N
Q D
C
p FN p
W j 1 WEd 0
NM m
1 I m Z 'O ZJ N
Ln O�8
BACKBED
CAULKING CW U f
to _
p $�$
1 i HOUSE WRAP
EB NOT BY CGI v r_
j E3 ES EXTERIOR
N
MS D.L.OPG.
t4 i•itODll�TRB 181BACKSED �
CAULKING Code Codwilhtla�T'h[Ti@® ````\`\\\1tl
E2 A&eptwicc No -( `� ............
uvimtioo Dwc 10 S 'VGFNSF••°�1
HOUSE WRAP — N0.7 92 ..
NOT BY CCI 'S,ini da pro uac,Oirall
1 1/2' i °.
�'~� .Q L♦�i�
TATE OF
Ett TYPICAL ANCHORS W10-03
ELEV.
--FOR SPACING - ---- -- -- - ------ --- -- -'�� �ofNAL
_ sheat 7 of 9
ITE6t PART J: gUANTITY DESCRIP770N MATERIAL MANF./SUPPLIER/REMARKS �U v
E1 CGI-1D0 1 FRAME HEAD 6063-T6 - o
E2 OGI-101 1 FRAME SILL 6063-TB p
E3 CGI-102 2 FRAME JAMB 8063-T6 - Z q j
E4 CGI-103 1 MEETING RAIL 6063-TB - 0 hZ M
E5 CGI-104 1 LOCK RAIL 6063-T6 - F Lu a1
E6 CGI-105 1 HANDLE RAIL 6063-TB - O1 a` U .
E7 CGI-106 2 SASH RAIL 6063-TB -
E8 CGI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - L
E9 CGI-108 AS READ. 0.700•GLAZING BEAD 6063-T5 - W m
E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-176 - v G yj enl
E11 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - d K¢ Q
E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 IL a
E13 CGI-136 2 FLANGE FRAME JAMB 6083-T6 - 0 0W i O n
E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - Q W 41 G
E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - LL Z H
WW2 J
ami
M1 CCI-382V AS REQD. GLAZING BULB VINYL(OUROMETER 75-80 SHORE A) PVC - O
M2 CCI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV.
M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3'LONG AT ANCHOR LOCATIONS PVC -
M4 - 2/LTTESETTING BLOCKS EPDM DUROMETER 80±5 SHORE A e+
M9 SUPER BOOST 2/WOW. SPIRAL BALANCE - BSI OR EQUN.
M70 - 2/WDW. BLOCK/TACKLE BALANCE _ - BSI OR EQUN. c
M11 W2320ING AS REQD: PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV.
M72 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 312 �.
M13 CGI-131 2/WDW. ,HANDLE RAIL END CAP NYLON M&M = o jj
M14 , E26018WN D BULB-T SLOT PVC ULTRAFAB OR EQUIV. U) 0 K
M15 CGI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M C t~0
M16 CGI-130 2/WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M p a=N o
M17 A3073 M41-32 1/WDW. CAM LOCKZINC TRUTH OR EQUIV. uj Lo n
MIB CGI-132 2/WDW. SASH STOP,2'LONG PVC PROTOTYPE CR EQUIV. Lj 0
M20 CGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&M F .0 3 n
M21 - 2/WOW. B/T BALANCE TAKE OUT CUP - BSI OR EQUN. ,�7n� 3 O I`g
M22 146-6 2/WOW. WEEP COVER NYLON AMESBURY OR EQUN w O-
M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV,
w U 12
N
S2 2 OR 3/CORNER # 10 X 1 1/4'LG. PHIL PH.SMS. ST ST.ASSEMBLY SCREW O
S4 - 4 WDW- # 8 X 1/2-PH.SMS.ST ST BALANCE BRACKET SCREW
S5 _ 2 WDW. #8 X 1'LG, FH.SMS. ST/ST. SPIRAL B.ASSEMBLY _ _ 8SSS8 Y
S6 - 2/LOCK 6 X 1/2-LG. M.SMS. 9 CGI-133 &CMA LOCK 0 12�B
Uai
�vsx
o a m
. o
PRODUCT RRVISS(1
CodcumplyirewiWIkt pTa�,fd�9 \\ ,e t� IV o
3uilding u ��V JIB' 'iii � •o
. necePlaaceNn17--101 A � '4:.••;oFNSF••. ,
cxpimtion Dale j n .
B7. - .70592 _ •r ,
. ldiami Je Product C
EOF drawing
W10-03
/A/Un11U11 sheet 8 of 9 I
n
L
el
-2.505- 2.505
.745 085 214�t-
.745
F-L --T -7 1-550 1.680 zo
1.745 oil .811
1.245
0 cj
TYP. TYR 0 M- 0
.0
ol
15
1.015 5
FLANGE FRAME HEAD et FLUSH FRAME HEAD ett NAIL FIN ADAPTER
1.583 -1.583 1.007
0
.745
U) 2
.065 .085 :1
TYP. TYR .TMS V�- 2.113
1.368 Tm
3.175 3J75 VENT TOP CORNER
3.675 1.429 1.429
vin
-1.220
boo Y-�-2.505 MEETING RAIL FRAME TOP CORNER
2.505 1 1.2201 0
r w
0 Lu
G FLANGE FRAME SILL FLUSH FRAME SILL
.500- 1.301 1.301 1.043 sa to
wi
.065
'065 .065 TIM
TYP. Typ.
T W 1.015
2.440 2A40
LOCK RAIL
1.015 1.015 FRAME BOTTOM CORNER VENT BOTTOM CORNER
-2.195
.745 745
-1846 L-2.346
FLANGE FRAME JAMS CO FLUSH FRAME JAMS
1.892
-F- .065
.120 1.043 TYP.
nr, .7
1.015
HAND RAIL
ODijCT REVISED
ns Wmplying-ith'M 510twe N%%J111,11111
5/16-GLAZING BEAD .700"GLAZING BEAD Ifildizil -1 ilk
i
.5.3
1.449
IAN
J..
2Z.
.505
5 2
.745
1.015
C
1.0" r
'.0
T715
434: T'-7
BEAD
.745 1-450 �180 13:
h7i Dada Product N.7 92
.2 T 3
-vi=r 1.025 1.015 '05 8 OF 'drawing n
.050T .060 065
.065-j W10-031
sheet 9
FLUSH FRAME COVER SCREW COVER -SASH-RAJL @--F'ANGE-ADAPTOR- _-f 9
yJ
I
M IAM I-DADE MIAMI-DARE COUNTY
e 11a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/econ,omy
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 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
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.
I
NOA No.18-0117.01
MIAMI•DADE COUNTY Expiration Date: September 22,2020
Approval Date: March 01,2018
2I2$l Page 1
F e COPY
-Z,
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.]0-05-10.14)
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.11-033 0.22)
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 5`
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 Peyez,P.E.
Product Control E finer
NOA No.18-0117.01
Expiration Date: September 22,2020
Approval Date: March 01,2018
E-1
r ✓a �
i
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.
I
Manuel Per z, .E
Product Control Fxphiner
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 01
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 Perez E.
Product Control Exa ine
NOA No. 18-011 . 1
Expiration Date: September 22,2020
Approval Date: March 01,2018
E-3
�l
i'
O
1.000 Ir O
I
N
1.000
Z
1.000 II ry g
r gry`c ,
CL
Lz o
4.000
3.000 �
2.500 cy
O
Q
LL zoo �
.125Trp.l A25 1'YP. W- .12s
to
1 X 2-1/2 STD. TUBE 1 X 3 STD. �UBE 1 X 4 STD. TUBE
6063-T6 6063-T6 6063-T6
N
El
rn p e
z C Mo _ '
0
n
O� v
SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS
c
WINDOW FRAME MEMBER INCLUDED IN PROPERTIES N F C
THESE MULLIONS TO BE USED WITH 3 NM
SERIES 130 SENTINEL FIXED WINDOW z 3
SERIES 110 SENTINEL SINGLE HUNG WINDOW c z
SER ES 120 SENTINEL HORIZ. SLIDING WINDOW p o
FOR WINDOWS IMPACT AND LOAD RATINGS SEE
CORRESPONDING NOA'S.
LOWER DESIGN PRESSURE FROM WINDOW APPROVALS U o
OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. o
L
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - P ,
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE I c g
INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER o
INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. 1 j
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 DETAILSILS 0/L o m e o;
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE JAN 20.� w, o c g e
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. '>
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSTRUCTIONS: a m v o
111111111!
ALL SHIMS TO BE HIGH IMPACT, NON-MLTAWUSE CHARTS AS FOLLOWS.
C AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR PARTICULAR OPENING. PRODUCT'REVISED `� ' ••VQ ,QF•:® ,
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. as complying arith the Florida
SEP USE CONNECDON OF WINDOWS TO MUWON AS PER Building Code r8 �! 7.O I n
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION -I� ( 0 0. 0592
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT.ADEQUACY PRODUCT APPROVAL Aceeptaace tJo 2 =
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR USING CHARTS ON SHEETS 3 THRU 5 SELECT MUWON TYPE Ex °°t°
ST AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN
WATER INFILTRATION RESISTANCE ETC. - O
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. By ••. �Sl�
VIEWED BY BUILDING OFFICIAL. Miami r t d ® •. OF Qy� drawing no.
AND TO BE RE
STEP 4 CAPACITY OF SELECTED CCI'S WINDOWS AND MUWON •• p:• ���
MUST EQUAL OR EXCEED REQUIRED LOADS. % s '•....1 (9`� M 10-01
- THESE MULLIONS.ARE RATED-FOR--LARGE_& SMALL_MISSILE IMPACT - 1 -
---
1 OR 2 ANCHORS r,
�• AT EACH SIDE OF MULLION (AT WINDOW FRAME) FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE �v $
q• TYPICAL SEE CHART'B'FOR CAPACITY SEE CHART'A' FOR CAPACITY USED AT ALL MULLION COMBINATIONS. o
TYP, SEE CHART'A' FOR OAPACRY
I I I 111 I o
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FRAMES MAY BE Q W
41 lJ lJ lJ lJ lJ FIANCE OR EOLEG TYPE
FOR G.�
SEE SHEET 7 FOR FRAME DETAILS
. 41 lJ - lJ ll
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N N N ze 0 W
EXTERIQR EXTERIOREXTERIORe . 7LLLi]
a c
WIDTH (W) = w1 + w2 z
FIXED TO-FIXED S.H. TO S.H. H.R. TO H.R. 2 3 N M O
ry o 1 n
SEE CHART'A' FOR CAPACITY SEE CHART'A'FOR CAPACITY SEE CHART'A' FOR CAPACITY 'O v>
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EXTERIOR EXTERIOR71:aul EXTERIOR S•• 10P.•'��� M 10—0 1 '
FIXED TO S,H. FIXED TO H.R, S.H. TO H.R. ���®IAL1v�� sheet 2 of 7
t
I
CHART'A' DESIGN LOAD CAPACTTY - PS F CHART'A' DESIGN TAAD CAPACITY- PSF
MULUON WITH ANY COMBINATION OF SERIES SENTINEL MULLION WITH ANY COMBINATION OF SERIES SENTINEL
FIXED,HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS FIXED.HORIZONTAL SUDING OR SINGLE HUNG WINDOWS 1
0
WINDOW DIMS. 1 ANCHOR AT 2 ANORS
DIMS.RS AT 1 ANCHOR AT 2 ANCHORS AT m
EACH SIDE OF MULLION EACH SIDE OF MULLION EACH SIDE OF MULLION EACH SIDE OF MULLION Z q
MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE 'y+ zo
WIDTH(W)MULL SPAN WIDTH(W)MULL SPAN ] ,
1X2-1/2 1 X3 1X4 1 X2-1/2 1 X3 1 X4 1 X2-1/2 1 X3 1 X4 1 X2-1/2 1 X3 1 X4
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 0. G
26-1/2' 90.0 90.0 90.0 90.01 90.0 90.0 30' 90.0 90.0 90.0 90.0 90.0 90,0 0 N�•'
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 n. N
49' 76.9 76.9 76.9 90.0 90.0 90.0 42' 48' 86.9 86.9 86.9 90.0 90.0 90.0 1'C w
�m
53-1/8' 76.9 76.9 76.9 90.0 90.0 90.0 48' 85.5 85.5 85.5 90.0 90.0 90.0 0 O ym 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 Z m o
26-1/2' 74.7 74.7 74.7 90.0 90.0 90.0 60' B5.5 85.5 &5.5 90.0 90.0 90.0 0 6 O D_ _
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 0 d¢1 utN�j
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 a U)
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 ul
Z
19-1/8' 77.5 77.5 77.5 81.5 90,0 90.0 42' 60' 60.1 60.1 60.1 90.0 90.0 90.0 m
26-1/2' 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 A
37' 76' 45.3 46.3 46.3 45.3 60.4 90.0 54' 55.3 55.3 55.3 81.7 90.0 90.0
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 90.0 m
19-1/8' _57.9 68.3 68.3 57.9 77.3 90.0 30' 57.6 57.6 57.6 63.9 85.3 90.0 o C 1
26-1/2' 42.6 51.8 _ 51.8 42.6 56.8 90.0 36' 50.7 50.7 50.7 55.0 73.4 90.0 -
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 45.0 60.0 85.5 ? OO
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
19-1/8' 48.7 64.0 84.0 48.7 65.0 90.0 60' K33.7
39.1 39.1 40.3 53.8 78.2
26-1/2' 90, 35.7 47.7 48.4 35.7 47.7 83.7 24' 57.0 57.0 48,4 64.6 90.0 ? CO=
37' 26.5 35.3 37.2 26.5 35.3 62.1 30' 47.6 47.6 39.5 52.7 90.0 z I_n
49' 21.1 28.2 30.7 21.1 28.2 49.5 36' 84' 41.5 41.5 33.7 44.9 78.419-1/8' 40.0 534 59.6 40.0 53.4 90.0 42' 37.2 37.2 29.7 39.6 68.8 z26-1/2' 96' 29.3 39.1 44.9 29.3 39.1 68.7 48' 34.2 34.2 26,9 35.8 61.937° 21.6 28.9 34.3 21.6 28.9 50.7 54' 32.0 32.0 24.8 33.1 56.9 p -
24' 32.2 1 43.0 48.9 32.2 43.0 75.5w O�v
NOTE: 30' 26.1 34.9 40.5 26.1 34.9 61.2 Ek (0j O m F
MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION
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' - 25s 31.3 - - 25.9 45.5
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 48' - 23.2 28.5 - 23.2 40.8 -
� ��
MULUON SPAN MULLION SPAN 0-
1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MULLS w o
ALL OTHER ANCHORS TO BE AS PER ALL OTHER ANCHORS TO BE AS PER a 3yw F
WINDOW NOA DETAILS WINDOW NOA DETAILS o
/ W7 W2 W7 W2
N � N
NOTE:
REFER TO PAGE 2 FOR OTHER COMBINATIONS. m <m o
PRD-DUCT REVISED 11111II O
wmplyins with 8w Florida ♦♦A71t JJq//
i. o !/ o ./ ./ L'ufidiu•Cate VOW) ♦ �� /ice w '' .
j 3 i% 3 Au pWMclo OlI -OI/
<`
Er F' /W�•� ' GENS I �_ .
/ i-•3aou Tis•c V F••
By _ 0.7 592
i r IW t ado Product
JAN 0
WIDTH (W) = wt +w2 WIDTH (W) _ W7 +W2 OF �Qy� drawing no.
FLANGE-OR FLUSH--FRAMES ---_-- - -- FIN FRAMES____ _ __- _ ���1t�`�
CHART'B'DESIGN LOAD CAPACITY- PSF CHART'B'DESIGN LOAD CAPACITY-PSF 4..0 c9
MUWON WITH COMBINATION OF SERIES SENTINELMUWON WITH COMBINATION OF SERIES SENTINEL
SINGLE HUNG WINDOWS OR FIXED TRANSOM SINGLE HUNG WINDOWS OR FIXED TRANSOM
1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT
WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MUWON WINDOW DIMS. EACH SIDE OF MUWON EACH SIDE OF MULLION
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 WIDTH(W)MULL SPAN Z '
1 X2-1/2 1 X3 1 X4 1 X2-1/2. 1 X3 1 X4 1 X2-1/2 1 X3 1 X4 1 X2-1/2 1 X3 1 X4
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 a IL 4 N E
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 Q{O�N $ Z
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 d S LV 0
49" 76.9 76.9 76.9 90,0 90.0 90.0 42' 48" 86,9 86.9 86.9 90.0 90.0 90.0
53-1/8' 76.9 78.9 78.9 90.0 90.0 90.0 48' 85.5 85,5 85.5 90,0 90.0 90.0 O CN
19-1/B' 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 d G 0:lI o
26-1/2' 74.7 74.7 74.7 90.0 90.0 90.0 60° 85.5 85.5 85.5 90.0 90,0 90.0 O LL C1 C i
37" 63" 59.8 59.8 59.8 90.0 90.0 90.0 24' 85.5 85.5 85.5 90.0 90.0 90.0 Q py
49' 52.2 52.2 52.2 90.0 90.0 90.0 30' 73.0 73.0 73.0 90.0 1 90.0 90.0 O q
53-1/e' 50.9 50.9 50.9 89.4 90.0 90.0 36" 65.1 65.1 65.1 90.0 90.0 90.0 LL 2 N
19-1/8' 77.5 77.5 77.5 90.0 90.0 90.0 42' 60' 60.1 60.1 60.1 90.0 90.0 90.0 Zf
26-1/2' 59.2 59.2 59.2 78.5 90.0 90.0 48° 57.0 57.0 57.0 90.0 90.0 90.0 Q 6 Oml
37" 76° 46.3 46.3 46.3 59.0 74.2 90.0 54' 55.3 55.3 55.3 90.0 90.0 90.0 O
49" 39.0 39.0 39,0 48.2 60,6 78.1 60" 54.7 54.7 54.7 90.0 90.0 90.0
53-1/8' 37.5 37.5 37.5 46.0 57.7 75.0 24' 68.4 68.4 68.4 90.0 90.0 90.0 i
19-1/8" 68.3 68.3 68.3 75.6 90.0 90.0 30" 57.6 57.6 57.6 83.4 90.0 90.0 z U m
26-1/2' 51.8 51.8 51.8 55.6 69.8 1 90.0 36" 50.7 50,7 50.7 1 71.8 90.0 90.0 C m
37" 85" 40.0 40.0 40.0 41.4 52.0 80.1 42' 72' 46.0 46.0 46.0 64.0 80.4 90.0 }
49' 33.2 33.2 33.2 33.2 47.7 66.548' 42.8 42.8 42.8 5B.6 73.7 85.5 m p o
53-1/8' 31.4 31.7 31.7 31.4 39.5 63.5 54' 40.5 40.5 40.5 55,0 69.1 81.1 0 W
19-1/8' 63.5 64.0 64.0 63.5 79.8 90.0 60' 39.1 39.1 39.1 52.6 66.1 78.2 8 r
26-1/2' 90" 46.6 48.4 48.4 46.6 58.6 90.0 24' 57.0 57.0 57.0 63,2 79.4 90.0 C cn 1{
37' 34.5 37.2 37.2 34.5 43.4 70.1 30' 47.6 47.6 47.6 51.5 64.7 90.0 Z O n
49' 27.5 30.7 30.7 27.5 34.6 55.9 36' 41.5 41.5 41.5 43.9 55.2 82.9 N N e `
19-1/8' 52.2 59.6 59.6 52.2 85.6 90.0 42' 84" 37.2 37.2 37.2 38.7 48.7 74.4 w O n i
z 3
26-1/2' 98' 38.2 44.9 44.9 38.2 48.1 77.6 48' 34.2 34.2 34.2 35.0 44.0 68.4
37' 28.2 34.3 34.3 28.2 35.4 57.3 54'. 32.0 32.0 32.0 32.4 40.7 64.0 o I
24' 42.0 48.9 48.9 42.0 52.8 85.3 y �_ I
30' 34.1 40.5 40.5 34.1 42.8 69.2 s
NOTE: '
V
36' 96' 28.9 35.1 35.1 28.9 36.3 58.7
MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES
42' 25.3 31.3 31.3 25.3 31.8 51.4
MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. I
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 48 22.7 28.5 28.5 1 22.7 26.5 46.1
MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS o
ALL OTHER ANCHORS TO BE AS PER w w o R
WINDOW NOA DETAILS 3 3
u 3 3
W7 W2 m i o
i
d % % m d
rn PRODUCT REVISED .�o<m I
Q o Q Q a;complyim;with the Florida )) c
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WIDTH (W) =
2 5 2v1� � ••,, OF :��; Browing no.
W7 ;
v s•. Roa.. �;.� M10-01
sheet 4 of 7
i
n
EDGE DISE. TYPICAL ANCHORS #8 SMS 4
1 OR 2 1-1/4"MIN.WOOD EMBED 1�
1BY AT EACH SIDE OF MULL(AT WINDOW FRAME) METAL OR WOOD BUCK 1 MU 2 o
WOOD BUCK SEE SHEET 3&4 STRUCTURE AT EACH SIDE OF MULL
WOOD STRUCTURE SEE SHEET 3&4
' •Lr•:• I . . FQR CAPACTiY FOR CAPACITY Z ro i
d n ' �" ,'a•'. °. EDGE DIST. EDGE Q
. EDGE DIST. DIST. °j 3
}fly
\� a °�; a I •a � I — �IL n
d Q or
I I
O LL
OQ,,syFt(�
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IL
1 I Q LL 0 (gq1
I Q�y�j- d
LYRICAL ANCHORS TYPICAL ANCHORS ZN bbb
j 1 OR 2 1 OR 2 TYPICAL ANCHORS Q�AT EACH SIDE OF MULL AT EACH SIDE OF MULL 1 OR 2QSEE SHEET 3&4 SEE SHEET 3&4 AT EACH SIDE OF MULLZ o 4
I FOR CAPACITY FOR CAPACITY SEE SHEET 3&4
FOR CAPACITY
YI
� I O
I
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM z
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
n
j - FLANGE, FLANGE ADAPTOR AND 0 tu $
TYPICAL ANCHORS: SEE ELEV. FOR SPACING FLUSH FRAMES CAN BE USED 0
I 1/4" DIA. TAPCON BY 'ITW (Fu=125 KSI, Fy=100 KSI) AT ALL ANCHORAGE CONDITIONS, 8
1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) #8 SMS (GRADE 2 CRS) C�i1 N o
v O
M'I i j a INTO 2BY_WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURES FOR FIN' FRAMES ONLY 'n N
z 1-1/2" MIN. PENETRATION INTO WOOD.(HEAD/SILL/JAMBS)01-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 0 rMi n
0 1/2" MIN. EDGE DISTANCE z -0 3
W i THRU 1BY BUCKS INTO CONC. OR BLOCKS c z V
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2 3/8"MIN, w
9C i 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
W i i DIRECTLY INTO CONCRETE OR BLOCKS U p
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ,
- 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ---
I - -� - -- - - - --- - - - - - --- - - - - - - - I-� 23/B"MIN—. -
• !!14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I I
INTO METAL STRUCTURES (HEAD/SILL/JAMBS) _ -
j I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE c S$S
1 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) °! Q
STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
1 I WHEN USED THE MIN. WOOD
TYPICAL EDGE DISTANCE BUCK DEPTH SHALL BE 2%".
j INTO CONCRETE AND BLOCKS = 2-1/2" MIN. THE USE OF DEEPER OR c o q
1 I INTO WOOD STRUCTURE = 1" MIN. BEVELED WOODBUCKS IS o
a o -
INTO METAL STRUCTURE = 3/4" MIN. PERMITTED. •L e
WOOD AT HEAD, SILL OR JAMBS SG = 0,55 MIN. 111100UC1,RiivI2i°u o
CONCRETE AT HEAD, SILL OR JAMBS Pc 3000 PSI MIN. °T—plyimg K-IY%114 FIwidn
Ouifdin .Code
1 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. x �� �0:.•••.n$pe/i,
I Accep[rnce Nu 1
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,,•�•4 ° .a EDGE'DIST.'" = FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN.
a ALSO APPLICABLE TO SINGLE HUNG AND, �� 5 Zn"9 TBOF cyc erawiono
i 8 I
TYPICAL
2 ANCHORS o• RIDR M-10-01
<..' . G
AT EACH SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, ,, S+ C���
.� SEE SHEET 3&4 '10
---EQ-UAL.—LEG- OR FIN_FRAME__CONFIGURATIONS. __
_ FOR-CAPACITY—FOR _ _- _ -__ _ -_-_ _ —fill11.1
• d
b
CHART'C' DESIGN IAAD CAPACITY- PSF HART'C' DESIGN LOAD CAPACITY - PsF []
HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL 1 OR 2 ANCHORS 1n -
FIXED OVER HORIZ.SLIDING WINDOW FIXED OVER HORIZ.SLIDING WINDOW AT EACH SIDE OF MULLION(AT WINDOW FRAME)
Mo
1 ANCHOR AT 2 ANCHORS AT T ANCHOR AT 2'ANCHORS AT SEE CHART FOR CAPACITY
0
WINDOW DIMS, EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS• EACH SIDE OF MULLION EACH SIDE OF MULLION Z y
MULL TUBES MULL PUBES -- �:; ppp�... q
WINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE WINDOW WINQOW 7RANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE .01
` I g ,•Z',
WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 WIDTH HEIGHT HEIGHT 1 X 2-1 j2 1 X 4 1 X 3 1 X 4 v
12' 90.0 90A 90.0 _80.4 12" 90.0 84.0 90.0 90.0 0 C�••
24' 90.0 90.0 90.0 90.0 18' 90.0 90.0 90.0 90.0
18' 90.0 9p,0 9 G
0.0 90.0 24" 90.0 90.0 90.0 90.0
52-1/8" 30" 90.0 80.0 _90.0 90.0 38` 30" 90.0 80.0 90.0 90.0 C r
36' 90.0 90.0 90.0 90,0 36' 90.0 90.0 90.0 90.0 cy p g
42` 90.0 90.0 90.0 90.0 42' 90.0 90.0 90.0 90.0 Q 0.04
25' 48' 90.0 90.0 90.0 90.0 48' 90.0 90.0 90.0 90.0 d I.I�0
12' 90.0 90.0 90.0 90.0 12" 90.0 90.0 90.0 90.0 / /• 1y 0 Gi
18 90,0 90.0 90.0 90.0 18" 82.4 82.4 90.0 90.0 Z Ul o
24' 82.9 82,9 90.0 90.0 24' 76.4 76.4 90.0 90.0
73' 30' 74.3 74.3 90.0 90.0 52-1/8' 62' 30" 72.2 72.2 90.0 90.0 W
36" 68.1 68,1 90.0 90.0 36" 69.3 69.3 90.0 90,0 Q
42' 63.6 63.6 85.0 90.0 42' 67.4 67.4 90.0 90.0
48" 60.3 60.3 77.5 90.0 48" 66.4 ,66.4 90.0 80.0 m
12' 90.0 90.0 90.0 90.0 12" 64.2 64.2 85.5 90.0 - WINDOW WIDTH o
18" 90.0 90.0 90.0 90.0 18" 57.7 57.7 77.9 90.0 n _
24" 90.0 90.0 _90.0 90.0 24' 52.9 52.9 71.6 90.0 2 1/2" 3' 4"
52-1/8" 30' 90.0, 90.0 90.0 90.0 73" 30" 49.2 49.2 66.2 85.5 xi
38' 89.4 89.4 90.0 90.0 36' 46.4 48.4 61.6 80.3 C3 LuL
42' 86.3 86.3 90.0 90.0 4Y 44.3 44.3 57,5 75.7
37_3/8• 48' 84.8 84.8 90.0 _ 90.0 48" 42.2 42.7 54.0 71.5N o
O
12" 90.0 90.0 90.0 90.0 i
24' 78.3 78.3 90.0 90.0 Gj O M n
24" 69.7 69.7 90.0 90.0 C Z LL n
n73-' 30' 63.5 63.5 88.0 90.0 O c
36" 58.9' 58.9 80.0 90.0 0 O
42" 55.5 55.5 73.3 90.0 -
48' 52.9 53.0 67.6 90.0
12" 90.0 90.0' - 90.0 90.0 - -
N 18" 90.0 90.0 SOA 90.0 -
24" 90.0 90.0 90.0 90.0
36' 3p' 90.0 90.0 90.0 90.0
36" 90.0 90.0 90.4 90.0 FIXED OVER H.R. `o R
42" 90.0 90.0 90.0 90.0 q�N
48' 90.4 90.0 90.0 90.0 y p
12' 90.0 90.0 90.0 90.0 • m z a z
18" 90.0 90.0 90.0 90.0
24" 87.3 87,3 90.0 90.0
52-1/8' 49-5 8' PRODUCT WttttV� L. �,C
/ ! 30' 81.8 91.6 90.0 90.0 pni dmgCode 36' 78.1 78.1 90.0 90.0 lou42" 75.7 75.7 90.0 90.0 lw. h Dao m o
2- 74.5 74.5 9010 90FO
" 75.3 75.3 90.0 90.0 8y ProdWA CaftVW ���k�11�1 AH f��,'i� o
18' 66.5 66.5 90.0 90.0 : ytC Sg'•., �� yv
24" 60.1 60.1 827 90.0 ; �9 C 0. •592 3T '
73" 30" 55.5 55.5 75.6 90.0 Jr�1Y C
36" 52.0 52.0 qtly 69.6 90.0 7 L, .F $�=.-=�
42' 49.3 49.3 64.5 85.9 , OF �•6((,`"" dfOWIDg no.
a6' 4zo 47.3 60.1 80.6 '�., g+'' •..R �''f9� �� d 10-01'
-- --= -_
sheat 5 of 7
1.583 f 1 U -
�{ •812 .500 1.301 FLU
2.505 1� O
F--2.737
065 0
065 F065 • 1.450 ?, m
TYP.� TIP. •� 180 e"i O
2.505 2.440 L3.175 2.505
1.335 1.745 .811 3.675 1.429 2.613 •550 .050
IL L L 1.015 .745 065 I N
TMIL
P. lV
0.
- .995 .745 1.015 Imo- 1.000 Q N 4
1.995 2.848 .500 --{II 1.000 991 0,IWu enl
2.505 -� �^'�'3.92' a&�M S2
SERIES 130 SENTINEL H.R. WDW. FLANGE FRAME HEAD H.R. WDW, FLANGE FRAME JAMB SERIES 110 SENTINELSERIES 120 SENTINEL O IL 0
FIX. WDW. FLANGE FRAME S.H. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME HEAD S.H. WDW. FLANGE FRAME.SILL H.R. WDW. FLANGE FRAME JAMB FLANGE ADAPTOR y
CCI-118 CCI-136 CGI-135 CGI-137 - CGI-139 CGI-109 _ N
_ 6
.812 1.301 1.583 2.737 J O GI
atm OIL
065
065 2.505 •TMp TP. .085
.065 TIP. 7 -7
2.505 TYP. 2.440 3.175 2.813 I I z U e
�{ 2.505
1.015 1.429 1.550 1.880 C N
L I ,1.335 5 811 N
.745 1.245,745 II ,500tl]�M O lil n
.995 2.346 1.015 F- 2.505 Jr- •892.737 •050e1495 C
SERIES 110 SENTINEL SERIES 120 SENTINEL
H.R. WDW. FLUSH FRAME HEAD H.R. WDW, FLUSH FRAME JAMB S.H. WDW, FLUSH FRAME SILL H.R. WDW, FLUSH FRAME JAMB Z C7 m
SERIES 130 SENTINEL - W
FIX. WDW. FLUSH FRAME &W WDW. FLUSH FRAME JAMB S.H. WDW, FLUSH FRAME HEAD CGI-101 CGI-116 CLO,
CGI-102 CGI-100 FIN ADAPTOR Gj p
CCI-119 CGI-110
1.015 1.015 CZI'"N
N O O
1.140-
1.140
O
065 3.930 085
4.430 TYP. 3.185 TMP. �^
3.685 2.885 2.885 o n
2.440 2.440
SERIES 120 SENTINEL
SERIES 120 SENTINEL H R. WDW. FLUSH FRAME SILL °'o
H.R. WDW. FLANGE FRAME SILL CGI-113 PRODUCT REVISED
CGI-138 ay�.mplyi�pl wh6 dr F10tiAu - a S
RW1ah*CO&�$-oy► .01 c< m
AwApbaC6� b `%%%11111111" O
A
1Minm• ede
70582
JAN 0 5 2m
��1•• TE OF 7• drawing no.
M10-01
AL ����� sheet 7 °f-7- --