HomeMy WebLinkAboutProduct Approval (2) M IAM i•QADE KIAMI-DARE COUNTY
Em PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy
CGI Windows and Doors,Inc.
10100 NW 25m 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 DOCUMENT: 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.
AlBSILE 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
MtAMJ oaoE couN7Y Expiration Date: September 22,2020
®�■� Approval Date: December 21,2017
l211 J Page l
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 NDA 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 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 7500 PVC fixed
window,to qualify DuPont`Butacite"PVB interlayer, Duraseal®and Super Spacer®
insulating glass spacer,prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E.
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---e--2;-%.E.
Product Controlner
NOA No. 1
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-5th
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 Interiayers"dated 06/19/14, expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th 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.14-0915.06)
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 Dung Window- L.M.I. approved on 02/05/15
and expiring on 09/22/20.
Manse er P.E.
Product Cont of miner
NOA N r'17-1018.08
Expiration Date: September 22,2020
Approval Date: December 21,2017
E-2
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
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
1. Anchor verification calculations and structural analysis, complying with FBC 61
Edition (2017), dated 09/29/17,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. 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 Glass 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"Saflez CP- Sallex and Saflez 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"Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 5a'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 they
Series"Sentinel 110"Aluminum Single Hung Window- L.M.I., approved on
08/06/15 and expiring on 09/22/20.
Manuel P.E.
Product Contr E miner
NOA No. -1018.08
Expiration Date: September 22,2020
Approval Date: December 21,2017
E-3
S3 1/6' 52 1/B' 52 1/B'
FLANGE WIDTH BUCK WIDTH BUCK WIDTH V. O
47 7/16' 47 7/16' 47 7/16' c
D.L.O.(FIX. LrMFALSE MUNnNS D.L.O. (FIX. UTE) FALSE MUNTINS D.LO. (FIX. LITE) Z ^m 3
20 9/16-*# (SURFACE
NAL APPLIED) 20 9/16- (SURFACE APPLIED) 20a
6'MAX. MAX. 5 1/2'MAX. MAX ## OPTIONAL 5 1/2'MAX. 116'
**
HEAD/SILL A HEAD/SILL HCORNERS Al HEAD/SILL HEAD/SILL A2 HFAD/SILL CCORNERS U R o
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�- VENT WIDTH VENT WIDTH VENT WIDTH 3: M
FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAMF. FIN FRAME
30
SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW �n C)
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION o a
CHARTS SHOWN ON SHEET 2. A 11
O
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIOE COMBINATIONS c
OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI-DADE COUNTY
APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS *�c
IN BETWEEN. CENTER ANCHOR REQUIRED WHEN P Q
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL SPACING EXCEEDS 20 9/16" o
WILL APPLY TO ENnRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE '
REQUIREMENTS OF THE 2014(5TH EDMON)/2017 (6TH EDITION) FLORIDA _ LAMINATED GLASS
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS
1BY R 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE LARGE MISSILE IMPACT 'o� e S
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS SMALL MISSILE IMPACT o o m u m
TO THE BUILDING STRUCTURE. >
ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS
INSTALLEDAND PER
MATERIAL SHALLBE BEYOND SWALL DRESSING RE STUCCO.EMBEDMENT TO B4SE
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `S �P,•• �i It
1
ALL SHIMS TO BE HIGH IMPACT,NON-METALUC AND NR-COMPRESSIBLE.
g
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 70682 •• ^_
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISM _-
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. as comPlyvQ wkh 69 Fbrir
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ieuildmg Cudr
FOR A SITE SPECIFlC PROJECT, i.a. LIFE SAFETY OF THIS PRODUCT, ADEQUACY �Pm"No G)a ��•' ATE OF awing no.
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR E.P-t-.D*t ZOZD N Wl 0_02
WATER INFlLTRATON RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 7v
AND TO BE REVIEWED BY BUILDING OFFICIAL. mia adc Prod-t
EQUAL UTES WINDOWS UNEQUAL[3TES WINDOVS �u
DESIGN LOAD CAPACITY-PSP DIOGN IOAD CkPACITY-PSP •\dCl(
nANG8 D01B. I BULB DOLS. GL199 TYPE'A'k•Al'cum TTP68'B'k'Bl' PIANGE DIMS, I BULB Drus. ma.ivp ulig GLL96 TYP89'A'k'Al'OLLYB mu 7fk71'
WIDTH HEIGHT WIDTH HEK9R EXT.(+) IKr.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. EXT.(+) ANT.(-) EBT.(+) INT.(-)
I9-1/8' 15-1/8• 75.0 75.0 $0.0 95.0 53-1/a- 78• 52-1/9• 75• 36-1/4• 75.0 75.0 80.0 95.0
28-1/2• 25-1/2• 75A 75A _80.0 85.0 49' 79• 49" 78• 38-1/4" 75A 75.0 90-0 93.0 •'gq
3Y 28' 36• 25' 75.0 75.0 80.0 _85.0 26-1/2' 25-1/2' 70-5/8• 730 75.0 80.0 a&o
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49' 4s• 75.0 75.0 80.0 85.0 31• 30• 93-3/9• 75.0 75.080.0 95.0 < O O` U
53-1/9• 52-1/8• 75.0 75.0 80.0 85.0 33' es' 32• 84' 80• 75.0 75.0 80.0 83.0 IN
N
19-1/8• 1a-1/8' 73.0 75.0 _80.0 85.0 37• 38" 93-1/r 75.0 75.0 80.D BS.O F
26-1/2' 25-1/2• 75.0 75A 8D.085.0 43' 42" 45-1/4• 75A 75.0 80.0
3Y 35-3/8' 36" 37-3/8• 75.0 75A 90.0 85.0 j g
K• 48• 75A 76A 60.0 96.0 o a /zy D S o
33-I/8• 52-1/8" I 73.0 75A 80.0 85.0 WIDTH_ _ z� Y v g 0 0
19-1/a• is-1/8• 75.0 75. 0 Sao 95.0 - o b O.6 ti&
26-1/z• 2s-1/z' 75.0 73.0 HO.o 85.0 Q:¢ g
57• 50-8/8' 38" 49-5/6• 75A_ 75.0 80.0 85.0 w N I,o
49• 4s• 75.0 75.0 80.0 90.0 J CIO s 19
53-1/8' 52-1/8" 75.0 75.0 80.0 85.0 Q Z IO1D �i
19-1/9• 18-1/8• 1 75.0 75.0 80.0 98.0
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26-1/2- 25-1/2' 75.0 75.0 80.0 85.0
37' 63" 36' 41Y 75.0 75.0 sa0 65.0 i �=J�
49' 'o 78.0 75.0 80.0 63.0 m o N a
53-1/6• 52-1/6• 76.0 75.0 410.0 55.0
19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 J V n
2e-1/2 25-1/2 75.0 75.0 Sao 85.0 Lc
37' 75• 39• 7s• 780 ?U amo aa.o UNEQUAL LUES ORIEL TYPE
49• 4e• 75.o 75.0 410.0 65.0 ( ) ;
53-1/6' 52-1/8 75.0 75.050.0 a" x
19-1/9• 18-1/8• 75.0 75.0 eoA 93.0 4
26-1/2• 21H1/2• 75.0 75.0 BO.o 85.0 j
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NOTE- u colnplYing withdu F9Bi98
GLASS CAPACITIES ON THIS SHEET ARE BuiMngCxle - fY
BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME F%P 9k1MCT�Nt' 0f8.C�� Browing no.
AL
AND FLORIDA BUILDING COMMISSION FLANGE DIMS _ %�A �� ��• ��`;` W�Q-QTS
DECLARATORY STATEMENT DCA05-DEC-219 iti u,. ):nkProdud i/7hjN, 11�a1\\ sheet 2 of g
ANN. GLASS 1/8'HEAT STREN'D GLASS ��V
.075' Interlayer .075'Interlayer
Saflex CP With PET Core Saflex CP With PET Coro
By 'Eastman Chemical Co.' By'Eastman Chemical Co.'OR OR
m 3
090"Interlayer 090' Interlayer <Saflex Clear And Color Glass Saflex Clear And Color Glass IrE...
Z al
By 'Eastman Chemical Co.' By'Eastman Chemical Co.' if'0 o
OIN v
.090'Interlayer I 090" Interlayer N
SentryGlas SentryGlas N
By'Ku asy America, Inc.' By'Kuroroy America, Inc.'
OR'. OR t N
090"Interloyer 090'Interlayer
Trosifol PVB Trosifol PJB v
By'Kuromy America, Inc.' By'Kuroroy America, Inc: Q' tin
O IL
.
�.I 1/8'ANN. GLASS �.r 1/8'HEAT STREN'D GLASS 0 r6
N M1 GE CONS M1 GE 12NE M
00 LL 2 n
DOW CORNING 899 iv L5 W N_o
DOW CORNING 899 d
00
DOW CORNING 995 DOW CORNING 995 a F
IYOF
O 0
M ER "a Ee V) N
W n
AT 1/4 POINTS ON LITES ' AT 1/4 POINTS ON LITES e
M4 WIDER THAN 36' 14 M4 WIDER THAN 36'
GLASS TYPE, 'A' GLASS TYPE 'B'
5/16'OVIERALL WA.GLASS 5/16'OVERALL IAM.CLAW N O
(L.M.I ac S.M.I.) o w 4
1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS
� c
.075'Interlayer .075'Interlayer O n
Saflex CP With PET Coro
Saflex CP With PET Core
O 'Eastman Chemical Co.' ; M I
R By 'Eastman Chemical Co: z O
.090'Interlayer 090' Interloyer C Z w
Saflex Clear And Color Glass Soflex Clear And Color Glass
By 'Eastman Chemical Co' By 'Eastman Chemical Co.' 3 O—
OR N
1/4'AIR SPACE .090' Interloyer 1/4"AIR SPACE .090' Interlayer
SenttyGlos SentryGlas N
1/8'ANN. GLASS OR Kuraroy America, Inc.' I BR'Kuroroy Americo, Inc.' �^0
.090'Interlayer 1/8" HEAT STREN'D GLASS 090' Interlayer �1 D
Trosifol PVB Trosifol PVB i6
By'Kuraroy America, Inc: By 'Kuraray America, Inc.' C R r o
1/8'ANN. GLASS to
1/8'HEAT STREN'D GLASS C P 8
SILICONE SILICONE eo
III GE 1200 = GE 1200
DOW CORNING 899 DOW CORNING 899
M1 , DOW CORNING 995 r M1 DOW CORNING 995 o+o n
PRODUCT REVISED
�.
ii XL EDGE SPACER 3uildiP C."I with 11r031a[i� p e g o
l XL EDGE SPACER t3uilding Code
it ST. STEEL BY'CARDINAL' ST. STEEL BY'CARDINAL' A—PtaaaeNo
O -{�
--
OR
BY'QUANEX' a OR F.xpirntiun Delta g`
OR O DURASEAL BY'Ol1ANEX' ``tl\IIIIIll7AA
C' E9 OR
SUPER SPACER BY'OUANEX' E9
' SUPER SPACER BY'Ol1ANIX' Mi .,> .uk Product ��A�JI
W _A...............
•1? F •.
M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES - Q
GLASS TYPE 'Al' GLASS TYPE 'Bl'
0.70.OVERALL INSUL.IAM. GLASS (L.M.I ONLY) 0.70'OVERALL WSUL.IAM. GLASS •• E b
tlF •�� drawing no.
NSORDER QUALIFYALIFY FOR SMALL MISSILE IMPACT RATING �/•••••• `; W10-03
EXTERIOR PLTO OY OF GLASS TYPE'At' & 'B7' MUST BE TEMPERED. 7AS� ` Sheet 3 Of 9
I E1r FOR
L SPACING METAL
FLANGE & FLANGE ADAPTOR FRAME
SEE ELEV.
WOOD EII BY METAL M of
I .. STRUCTURE m 3
d " d EDGE—'DIST.. TYPICAL ANCHORS 2 F ________1 Q b r
E
a d t ! e 3 SEE ELEV. m IY___________________11 � m
H FOR SPACING c I I MIAMI-DADE COUNTY APPROVED I
\ p I MULLION h MULLION ANCHORS 1 Q f ?n a
EDGE DIST. per, x I I SEE SEPARATE NCA 11 IL 6 p
!' m II II 0:o 0�...m U
r m \ I I EDGE DIST. 1 1 d oIu
W
III 0 p LI¢pLL`uu P!
I I rn TYPICAL ANCHORS TYPICAL ANCHORS O°tiK W 2
SEE ELEV. SEE ELEV. Q ZJ 6
FOR SPACING FOR SPACING yl O
W�LL
WOOD BUCKS AND METAL STRUCTURE NOT 13Y CGI WDW. Q�I S(f
J 2 3/ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM <
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
SWEEP LOCK 2 3/8'MN. 1/4" DIA, TAPCON BY TTW' (Fu=125 KSI,FY-100 KSI) U
I 1 OPTIONAL TOI--� v-I c R
EGRESS LOCK I I 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) —
AT SILL .` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) = O
O THRU 10Y BUCKS INTO CONIC. OR BLOCKS M.
O w
B 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
c'�
O O-- --- K 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS)
I„� WHEN USED THE MIN. WOOD BUCK o o x N
DEPTH SHALL BE 2% THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS y N� r�
F �!� DEEPER OR BEVELED WOODBUCKS IS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) n o
PERMITTED. 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) Z c Z-i n
i 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 0,
! I.
INTO MIAMI-DADE COUNTY APPROVED MULLIONS „�f o5 v
- = INTO METAL STRUCTURES (HEAD/SILL/JAMBS) E�ei �y
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) c �
o 1
STEEL- 1/8' THK. MIN. (Fy = 36 KSI MIN.)
w ! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o g R
Ed12
jl TYPICAL EDGE DISTANCE
54 1 INTO CONCRETE AND MASONRY = 2' MIN. Y g
2 INTO WOOD STRUCTURE = 1' MIN.
1 INTO METAL STRUCTURE = 3/4' MIN.
Ee
i WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. c u n
W o I3 S
1,19 . CONCRETE AT HEAD, SILL OR JAMBS f g
C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. d 0< m o e
O1 PRODUCT R6VISPD llll l i f l l 1,
1 + ,complying with ls hFkAdo
Uuildirsu Codd �� 1"0" i�� e
ncceptanco N10! -1D18.OB `� �P.•JGENt yTTTZ
M :=.xpimnan D9tC a \
Z a` 4 A �.' � I - � d. _ e. �
EOGE DIST~ v •-• :v \rn ,.* �.. T L I TYPICAL ANCHORS ,.,.%
TYPICAL ANCHORS SEE ELEV. ATE OF drawing no.
•• �
,•. I SEE ELEV. FOR SPACING �i ••. gL10�`��tif�•� �� Wl 0_03
By FOR SPACING
WOOD BUCK ''77/Yl��NA4• Sheet 4 of J
1/4•MAX. BUCK VMH ,/,•MAX. FLANGE & FLANGE ADAPTOR FRAME
SIM SHIMS
a
O1 Z
TYPICAL ANCHORS TYPICAL t L ANCHORS 0!-
SEE ELEV. 1 Se S5 SEE ELEV. F w I
FOR SPACING t FOR
R SPACING Q f L a
"9 FLANGE ADAPTOR FRAME C0O00
METAL
0 G 1'n
STRUCTURE - V 1 4' V p
csm _
0 3r.
a
0J
Qwn
LL i 0
EXTERIOR Lwow BUCKS I =_= J QI$8
1 E7 O W Of
D.L.OPG.
a
vi
P
1/4'MAX. BUCK WIDTH 1/4' MAIL
SHIMSC
SHIMS
TYPICAL ANCHORS O W ! o
SEE ELEV. TYPICAL ANCHORS ! 3 O ..
FOR SPACING FO ELEV. ! = 0
H 0 4
X
- O O=N
1/4
WOOD BU -J Z 0 3 n
Z,i.
E2 rn 3 O gyp(
18Y
WOOD BUCKS
h
MIAMI-DADE COUNTY o S R R
APPROVED MUWON 52Q
p
Q MUWON ANCHORS 1/2'TYP. g F
SEE SEPARATE NOA ¢ S
BUCK WIDTH BUCK WIDTH §'3!$^
L
TALIATION DETAILS SHOWN ON PAGES 4
ND5 APPLY TO BOTH FLANGE FRAME AND ANGE ADAPTOR FRAMES. °: e
�8d8
- PRODUCI REVISED c<m a o
I I as camdSNe wiW 11\4 Pblf�
-
_ f 9ui1Ji Ca e
I I =mirecuin Dale `� Jf"'...^..!Y viii I •\
Y•• V,CENBF i ��++
1 1 I 9y T
1 I
PradlKl _ ND.7p602 _ s �•
_ s .9
L _J 1 E3 - .�T_ 'y E
ij
OF •• � drawing no.
/14 X t•FH.SMS. '% •OR16? W10-03
��i��1�1NAL�\�� sheet 5 of 9
�� TYPICAL
I LEV. METAL SPACING EQUAL LEG FRAME LmItui
STRUCTURE
WOOD BACK >< I
T� o
a ;a.� � 7YPI��ANCHORS
m i____________________
SEE
'id •. .DIST. FOR SPACING II M ANCHOR90
,.•.. • EDGE
.. •..:..........• N E SEPARATE.:
.° <
o NMI RADE COUNTY
MULLION & MULLION
DISE. TE NOA I I IL
\ d \ I I EDGE DIST. I I a n o
Al � E1 �O
®
el
TYPICAL ANCHORS 1'PICAL ANCHORS C 0 M
M2 SEE ELEV. SEE ELEV. 0.O G
FOR SPACING FOR SPACING 8 4J yty
TYPICAL ANCHORS ML MI-RADE COUNTYSEE ELEV 2 N
FOR SPACING _APPROVED MULLION I Z w W
u M9 & MUWON ANCHORS o f
1/4"MAX. BUCK WID1H BUCK WIDTH SEE SEPARATE 40A O m Q_ dv
_- __ ._— BUCK WIDTH W W f F
SHIMS
0
iii .a Fr---•1� \ n
'.i SWEEP LOCK 1'1/4'°
OPT ORAL TO
EGRESS LOCK
AT SILL
• I O v
O E4 m cwi N L -J C N
ai x /
E< 1 1 m L/74 X7"FH. SMS. d O M o
x V 3,n
i tX 3 0
j EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0
INTO WOOD, CONCRETE OR METAL STRUCTURES
WITHOUT THE NEED OF A WOOD BUCK. c Fe
I t gg il,
0g� R
2 3/13 MIN. u
2 3/8"MIN. ' . d .:D TYPICAL ANCHORS - oar'
SEE ELEV.
M9 ` .R."A RFVI. I FOR SPACING c< m
c6moyi 6 wtth do F3w4f
C1 � ' � Bc;Tamgcoac �ltunuuYY
Accepra„cn f`10! -1018.08
E2 �........
/ .
tixpitation Da1c �• �'�'.� t •� j
A;an,i nae productNo.
WHEN USED THE MIN. WOOD BUCK
DEPTH SHALL BE 276". THE USE OFAj
EDGE DISL
° \ ' ANNORS N DEEPER OR BEVELED WOODBUCKS IS
SEE ELEV. • PERMITTED. ffrArE OF '�/� drawing no.
ter FOR SPACING �?0R1DI" � W10-03
WOOD BUCK ' q�� ALttt���\` sheet 6 of 9
ILLUSTRATIVE OILS. ONLY Sr EUY. Rs FIN FRAME y.V
EXT. OR INT. FINISHES i FOR SPACING c
NOT BY CGI
_ \ UE CC a
HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING v o
NOT BY CGI N`- v
/8 SMS (GRADE 2 CRS) N 7�
2 Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ° LL
1-1/2' MIN. PENETRATION INTO WOOD u a
CAULKING p•p>M
m
M2 paoo
55
1 1111141 111 1 It .21 olu
Q�Zo
W]LL
LLz�=
0
o
VI N
� b
SWEEP LOCK n
t OPTIONAL TO
Fg EGRESS LOCK _
AT SILL
n
WOOD L
� n
NOT O1'STRUCTURE 1/4'MAX BUCK HEIGHT 1/4'MAX. x L
O 6 CGI
CAPGAP vi D W
a' E4 v 1/2'MMI. 1/2 _ v tY
MM. C In
= o O I.-
N o
P4 hn^n
I �� m
0 M n
5S Z -0 3
W 3 Z4
o-
�x CBAC
4UKU D U-m
°€
1 ' HOUSE WRAP
E6 NOT BY CGI o +
EJ Ee EXTERIOR o m i1 o
o-S-ti
MM . °' oBES
O.L.OPG. <m
1 ;9tODUCT REVISED
SACKBEO nuc Pjyug withft Fk lk \\I111111I11/j�
CAULKING 3uiIdm8c0& \\\ 4� o
E2 .,2cep:ance 7Jo( -( ��\ �i
t..•:PI.Al10R Delt /V \ V�-'-C•••. N
HOUSE WRAP -_ �JC'( - No'
\
NOT BY CGI 1 1/2'
4 y c3 v -
\ L1a!
OF
�lw
ing no.
1 TYPICAL ANCHGRs •, •• 4R!oF': •� 0-03
FOR SPACING ����i��/�IVAlttt`'\\ sheet 7 of 8
1TF.M PAST ry QUANTITT DESCRIPTION MATERIAL MANF./SUPPLER/REYABRS
E7 0GI-100 1 FRAME HEAD _----. -_ 6063-T6 -
E2 CCI-701 1 FRMIE SILL 8063-T6 -
0
E3 CGI-102 2 FRAME JAMB 6063-T6 - Z 3
E4 CGI-103 1 MEETING RAIL _- -- 8063-T6 - "+
E5 CGI-104 1 LOCK RAIL 6063-TS - f L a
EB CGI-1051 HANDLE RAIL --- ---_—-- 6063-T6 - O p`. U
E7 CGI-108 2 SASH RAIL 6063-IS - 0 W NW
EB CGI-107 AS READ: 5/76'GLAZING BEAD- - 6063-T5 - p C
E9 CGI-108 AS READ. 0.700'GLAZING BEAD 8063-TS - 0
EIO CGI-109 AS READ. FRONT FLANGE ADAPTOR - -- 6053-TS
Ell OGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 - O C 0 r,
E12 CGI-135 1 FLANGE FRAME HEAD 6063-18
E13 I CGI-136 2 FLANGE FRAME JAMB 6063-T8 - U)p ah
E14 CCI-137 1 FLANGE FRAME SILL 6063-TS - LL W N�
E17 CGI-805 OPTIONAL SCREEN FRAME 6063-T5 - p Or
M1 CGI-382V AS REDO. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC
M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV.
M3 OGI-112 AS READ, EQUAL LEG COVER/SITY,3'LONG AT ANCHOR LOCATIONS PVC
M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A
M9 SUPER 80087 2/WOW. SPIRAL BALANCE - BSI OR EQUIV. I
n
MID - 2/WOW. BLOCK/TACKLE BALANCE - BSI OR EQUN. d C n
M71 W2320ING AS REGO. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. 3
M12 COI-129 1/WOW. EGRESS LDCK ALUM. SULLNAN g "�
M13CGI-131 2/WOW. HANDLE RAIL END CAP NYLON M&M ? O Li
M14 E26018M - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. 0 L
F-
M15 CGI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE, NYLON M&M C In
MIS CGI-130 2/WOW. SASH TOP GUIDE(SPIRAL BMANCE) NYLON M&M o O N n n
M17 A30730401-32 7/WOW. CAM LOCK ZNC TRUTH OR EQUIV. y n
M78 CGI-132 2/WOW. SASH STOP,2'LONG PVC PROTOTYPE OR EQUIV. Qj M
M20 CGI-125 2/WOW. SASH CNA(B/T BAE) NYLON M&M F V 3
AJCn
z�
M27 - 2/WON. B/T BAIN•ICE TNCE OUT CLIP - B51 OR EMU.
c
3 0 _
M22 148-5 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN
M23 CGI-134 - SILL SPACER FVC PROTOTYPE OR EQUIV. U �i
O
S2 - 2 OR 3/CORNER / 10 X 1 1/4'LG. PHIL PH.SMS. 5i/ST.ASSEMBLY SCREW
S4 4 WOW. 8 X 1/2-PH. SMS.ST ST BALANCE BRACKET SCREW - -
S5 - 2 WOW. 8 X 1'LG. FH. SMS. ST ST. SPIRAL B.ASSEMBLY
56 - 2/LOCK 5 X 1/2-I.G. FH. SMS O CGI-133 & CMI LOCK - - 2 R
� 1111111111/l, 0m
S
f-RODUC17RVIS130
As plYmg with do f", o
A—Rtg0�w 1101 )P,•'' c1sNeF•., N
T .
k:xRira[wn ate �'Uy . _ yy' S 3•
TEOF �� drawing no.
oID►.- � W10-03
sheet 8 of 9
2.505 2.505 {� 5y�(
r - .065 I'I 52 u d
�Y o
c 3
1.746 _ 811 8 1 1.550 1.680 q
.745 .065 Typ. (L 'I n
1.015 .050 ,.395 I A 4 N` tt
C1
12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER Q �
-1.583 1.563 1.007 m
Qno<
O��°-�
-- .745 I C
065 065 I Z y LL
2.113 Z CD
X01
TiP. 3.175 M. 1.369 T11' =M f
3675 14p 3.175 1.015 VENT TOP CORNER
1.429
3
no-
.5w
20 \ n
Il IF I -5W 'D
"500 E4 MEETING RAIL FRAME TOP CORNER ; o
2 505-�1
2.605
1.220
14 FLANGE FRAME SILL O FLUSH FRAME SILL rn
.500 1.301 -,.301 1.043 C N
I R A I 1.799 0 0
� a
-c,
'� o
M
I
085 065 ' = C 3 M w
2.440 11P 2.440 T1P tA15 3 Zoo
1.015
Oo LOCK RAIL I I W oo¢v
1.015 FRAME BOTTOM CORNER U
VENT BOTTOM CORNER
O
.745 I ,745 2195 Y
2.646 IFS--2.346
Eta FLANGE FRAME JAMB O FLUSH FRAME JAMB R °
1.1192
!?
065
•7r+ .7L
#90 1201 O, 1.015 Typ.
7YP5
- M. rtODUC1'REVISHAND RAIL f", F,O m m
+d+
&..
O 5/16" GLAZING BEAD O .700' (LAZING BEAD I - y�ngwithdsF'IMIde \\ A�
W `\\ 11111111!
AuiMirg G>dc ' °
,1�c<ptmcc hka a `\� ��.. .
^.•!..
._1.449 1.595--1 t:apimtinn Dw •
•,
1.395---{ .745 1.450 _ o
L .180 293 .190 Man Dade Qioduel _ I.70092 .
.Oso T { 060 -f t.o2s o65 5 sso oso ' E it= a
065
1.413 TE OF drOwing no.
W10-03
LNJ FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL E10 FLANGE ADAPTOR 11IN%` `` sheet 0 of 9