HomeMy WebLinkAboutNotice of Acceptance (4) � .
' MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA
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/eeonomx
CGI Windows&Doors 1
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 120"Aluminum Horizontal Sliding Window-L.M.I. .
APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding
Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G"
dated 05/02/16, 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
LIMITATIONS:
1.Glass lites wider than 36-inch shall-have two setting blocks and anti-Lift devises per FBC requirements.
2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch(Height).
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 member 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 No. 154512.05 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 Jorge M.Plasencia,P.E.
�MIAMIaADECOUNTY NOA No.1s-0929.13
1
Expiration Date: September 22,2020
Approval Date: May 19,2016
Page 1
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. . DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.'s 10-0510.12 and 15-0512.05)
2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./
S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision
"G" dated 05/02/16, 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 201-94
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,FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a series Sentinel 120
aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test
Report No. CTLA-3062W, dated 07/07/15, 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 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.
(Submitted under previous NOA No. 15-0512.05)
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 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.
(Submitted under previous NOA No. 15-0512.05)
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 15-0929.13
Expiration Date: September 22,2020
Approval Date: May 19,2016
E-1
1.
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(co=wED)
4. 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 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.
(Submitted under previous NOA No. 15-0512.05)
5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Small Missile Impact-Test,per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94
6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a series "Sentinel"
aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC,
Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J.
Abraham,P.E.
(Submitted under NOA No. 10-0510.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'h
Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on
05/11/16 , signed and sealed by Javad Ahmad,P. E.
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. 14-0916.10 issued to Kuraray America,Inc.for their
"ButaciteO PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)
for their"Saflex CP-Saflex and Saflex HP Composite Glass InterIayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 154929.13
Expiration Date: September 22,2020
Approval Date: May 19,2016
E-2
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their"Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 51h Edition (2014) and of no
financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed
by Javad Ahmad,P.E.
2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15,
issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel,P.E.
3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by
Jaime Gascon,P. E., Section Supervisor.
4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated
03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all
issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P. E.
(Submitted under previous NOA No. 15-0512.05)
5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by
Jaime Gascon,P. E., Section Supervisor.
(Submitted under previous NOA No. 15-0512.05)
6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by
Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No. 10-0510.12)
G. OTHERS
1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their
_ Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on
08/20/15 and expiring on 09/22/20.
Sorge M.PIasencia,P.E.
Product Control Unit Supervisor
NOA No. 15-0929.13
Expiration Date: September 22,2020
Approval Date: May 19,2016
E-3
TYPICAL ELE ilm 711 1 V I
FIANCE WIDTH / BUCK WIDTH �� b
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X• m�+ HEAD/SILL 5'LAX. s m Q
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FALSE MUNRNS
FALSE MUNRNS I ADDL.ANCHOR REOD. UFIXECD
L.ANCHOR ALLREQ0.P !.
(SURFACE APPDEO) 32 7/B' 32 7/B' AT CENTER OF ALL PANELS (SURFACE OPPLNAL 32 7/B' 32 7/B' ENTER OF ALL PANELS O n
OPT IND.L OPG. O.L.OPG. FIXED Oft OPERABLE D•L OPG. D.L.OPG. OR OPERABLE p�j
ABOVE 30'PANEL WIDTHS 36 3/6' ABOVE 09 PANEL WIDTHS C)F
35 3/B' AT HEAD/SILL VENT WIDTH
VENT WIDTH C N 4
FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 3 j�M
O M n
v3
110' d C Z Ci n
BUCK WIDTH 3 O o
5 1/2' 13 MAX516' V—, o Q
MAX.
HEAD/SILL 5'nitnAx. =EZ��ILLgSERIES SENTINEL 120 oaz MTc.STILEALUMINUM HORIZONTAL SLIDING WINDOW$ PRODUCT REVISED
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as complying with the Florida
CHARTS SHOWN ON SHEETS 2 & 3. BUItd1nB Code
NOA-Neio. 15-0929.13 U ,;,ji o
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Date 0912212020
o R €
E2 F u F _ OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER.MIAMI-DADE COUNTY -a
6 II 6 II 6 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS
IS B 8
IN BETWEEN. Miem ar a Product Control S ¢
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL g x
v �•+ °a a Ir it / WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS
o ii INSULATING LAM. GLASS y .VV t2 e
THIS PRODUCT 103 BEEN DESIGNED AND TESTED TO COMPLY WITH THE '°1 a
LARGE MISSILE IMPACT o o S S -
m REQUIREMENTS OF THE 2014(5TH EDITION) FLORIDA BUILDINQ CODE m o g o a
INCLUDING HIGH VELOCITY HURRICANE ZONE(HVrIZ). SMALL MISSILE IMPACT
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o e
82 i; n a� LOADS TO THE STRUCTURE. ```IT1111 Illi rrr7/' o
B II ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCH6S
• EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. :'•uGENSF••.• N
I
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS AREc n
_ NOT PART OF THIS APPROVAL - o T 2 a `
FALSE MUNfINS
(SURFACE APPLIED) ag 7/6' 32 7/B' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - fx5
• OPTIONAL D,L,OPO. D.L. OPG. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
6TA OF drawing9 no.
35 3/8' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT MAY 1 1201 ,8�•.•• AzpR10R:• \�.
VENT WIDTH INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �i�S••••'•••••''f�����, ���
FIN FRAME REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS. ��A-10NAl1'���� sheaf 1 of 11
I.
• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF r'
(XO OR OX SIZES) (XO OR OX SIZES)
STD.M76.RAD. H.D.HTC.RAIL STD.MTG.RAIL H.D.MTG.RAD, 11.11,MTC.RAIL
GIASS TYPOS Cuss TYPES GLASS TYPES GLASS TYPES GLASS TYPES 7-L
FLANGE DIMS. DUCK DIMS. WAI.'B'h'Bl' 'B'A'8l' FLANGE DIMS. BUCK DIMS. 'A'A'Al',V&'Bl' 'B'8'Bl' 'C'&'ell WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) W1DTH HEIGHT WIDTH HEIGHT DCT(+) INT.(-) IXi,(+) INT.(-) FJCT,(+) I-5f2' ?5-1f2' 65.0 S5.tl 80.0 40.0 SS-3f4' S4'3j4" 65.0 65.0 8065.0 65.0 U
37" '26" JB' 25., 65.0 65.p 80.0 90,0 8-15/18' 26' 7-15/18 25" 65.0 65.0 80.0 BOA 65.0 65.0 G w q G+
53-1/8' 52-1J8" 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 8010 90,0 65.01 65.0 m 0 to
74" 73' 65.0 65.0 80.0 9010 55-3/4" 54-3/4' 65.0 65.0 80.0 90.0 '65.0 65.0 G 6H
26-ij2' 25-iJ2' 65.6 65.0 80.0 40.0 8-15/16 38-3j8' 7-15J16 37-3/8' 65,0 65.0 80,0 90.0 65.0 65.0 (3 Q
37' 38_3/6• 36' 37-3j8' 65A 65.0 80,0 90.0 83-if2' 82-1/2" 65A 65.0 80.0 90.0 65D 65.0 0 K�W o
53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65,0 65.0 80.0 90.0 65.0 65.0 Q 4 6
7d` 73' 65.0 65.0 80,0 90.0 8-15/16 50-5/8' 7-15/16 49-5j8' - - - - 165,0
65.0 O 13 N O
26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 83-1/2" 82-1/2' - - - - 65.0 SIL �.
3T 36' 65.0 135.0 80.0 90.0 55-3/4' 54-3f4' 65.0 65.0 80.0 90.0 65.0 ((+9 8-2 o
50-5/8' 49-5/8' I - f Cy
57-1/B' 52-1/8" 65.0 65A 80,0 90.11 8-15/16 63' 7-15/16' 62'�, - - - - 65.0 •J 0m3 "I74" 73' 65.0 65.0 80.0 90.0 B3-t j2` 62-5/2' - 65.0 -
26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 C,
37" 63" 36" fit. 65.0 65,0 80.0 90,o
53-1/8" s2-1/8" ss.0 6sa 80.0 90.0 ty
74' 73' 1 1 60.2 60.2 80.0 911,0 , C
(tj3W) (2/3W) - .n
G O
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L
r_vi C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH O=ti o
'XO OR OX' o w m
OPERATING VENTS TO BE 1j2 OF THE WINDOW WIDTH
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'XO OR OX' U o
X.TTP• BUCK DIMS Yt'iYP. BUCK DIMS BUCK DIMS
e( FLANGE FRAME EQUAL LEG FRA��y FLANG ADAPTOR FRAME _"R 3
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FLANGE & FLANGE ADAPTOR FRAME
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NOTE: Building Code
GLASS CAPACITIES ON THi$SHEET ARE NOA-No. 15-0929.13
E+ E4 BASED ON ASTM E7300-09 (3 SEC. GUSTS) Expiration ODto 0912212020
: ATE OF ,%• drawing no,
AND FLORIDA BUILDING COMMISSION , pRfq� •` w� -1$
STD. MTG. RAIL: H.D. MTG. RAIL' DECLARATORY STATEMENT-DCA05-OEC-219 M(om a Product ntrol � 201�'���SSIQ E�� ��
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DY:SIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES) (XO OR OX SIZES) o
STD.RITC.RAIL D.D.MTC.RAIL STD.MTG.RAIL H.D.MTG.RAIL H.D.MTG.RAIL of
CLASS TYPES CLASS TYPES CUSS TYPES GIASS TYPES GLASS TYPES "Z m 3
DUCK DIMS. 'A'&'AC,1111k'81' DUCK DIMS. 'A'k'A1','8'k'➢1' 'g'.g'81' 'C'k'C1' Q h m
WIDTH IIOGHT EXT.(+) INT.(-) EXT(4-) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-} EXT.(+) INT.(-) EXT,(+) iNT,(-) Q x
25-1/2' 65.0 65.0 80.0 8tl.0 54-3J4' 65.0 65.0 80.0 80.0 65.0 65.0
36 25, 65.0 65.0 60.0 80.0 7-15/16 25' 65.0 65,0 B0.0 BOA 65.0 65.0 fV Gt
52-1/8` 65.0 65.0 80.0 80.0 82-1/2' 65.0 65.0 800 80.0 65.0 65.0 Q
73' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 60.0 80,0 65.0 65.0 Q F '
25-1/2', 65.0 55.0 80.0 80.0 17-15/16 37-3/8` 65.0 65.0 80.0 80.0 65,0 65.0 (y q 177
36 37-3/8' 65.0 65.0 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0
52-1/8' 65.0 65.0 80.0 80,0 54-3/4" 65.0 65.0 60.0 5010 65.0 65.0 0 4 4 at r7
73" 1 65.Q 659 80.4 80.0 7-15/16 49-5/8' - - - 65.0 65,0 C 0
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25-1/ 65.0 65.0 80.0 60.0 62-1/2' - - - - 65.0 65.0 Q��j j F
36` 49»5/e' 65.0 65.0 609 SOX 54-3/4` 65.0 650 80.0 80.0 65.0 65.0 IL 2_N�a
52-1/0' 65.0 65.0 80.0 80.0 7-15/16 62" - - 65.0
73' 65.0 65.0 80.0 80.0
25-1/2' 65.0 65.0 80.0 B0.0 t-- ->
36" 65A 65.0 80,0 80.0 w
52-1/8" 62 65.0 65.0 80.0 B0.4
73" 60.2 60.2 80.0 80.0 (2/3w) V C n
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OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
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OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH z
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NOTE: e0Uding Codo _k• ;',�T S
GLASS CAPACITIES ON THIS SHEET ARE xoA-xo. 15-0929.13 ldA _
' - E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 09/22!2020 STATE OF ,%•<{f drawing no:
AND FLORIDA BUILDING COMMISSION mAy 1 120 FcoalOr.: �'.
STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 ey '' ` W1�-1S
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1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS
075'Interloyer 075"Interlayer
Soflex CP With PET Core Saflex CP With PET Core
By'Eastman Chemical Co.' By'Eastman Chemical Co.' 1
OR OR Z g np 3
090'Interloyer .090'Interloyer 4EO
' REN'0 GLASS 0 Fz n W
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By'Eastman Chemical Co.' By'Eastman Chemical CO.' Q 2 L ry a
OR OR 'Interlayer IL S F o
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SenlryGlas SenlryGlas 'Eastman Chemical Co. N
By'Kuraray America,Inc: By'Kuraray America, Inc.' 4' W
OR OR 'Interlayer Qi F
090"Interloyer 090'Interlayer_ lryGlas 0 C1 u
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By'Kuraray America, Inc.' By Kuraray Americo, Inc.' g
1/8'ANN.GLASS 1/8"HEAT STREN'D GLASS1/8"HEAT STREN'0 GLASS 0 a.a 6
d 0`3 t
SILCONESILICONE SILICONE
m GE1200i m GE 1200 zGE 1200 LL L h U. oDOW CORNING 899 DOW CORNING 099DOW CORNING 899Mi - DOW CORNING 995 M1 DOW CORNING 995 OOW CORNING 995 iuWaO Ee 14 EeAT 1/4 POINTS ON LITES M7 AT 1/4 POINTS ON LITES 1/4 POINTS ON LITES7 WIDER THAN 76' WIDERTHAN 06' DER THAN 36' ` f0 w n
GLASS TYPE 'A' GLASS TYPE 'R' GLASS TYPE
5/16'NOMINAL LAM.GLASS 5/16'NOMINAL LAM.GLASS 5/16'NOMINAL LAM.GLASS c in
O�n m
1/8'ANN. GLASS 1/8"HEAT STREN'D GLASS N w
075'Interlayer 075"InterlayerJ
'^
Sane.CP With PET Core Saflex CP With PET Care E�E C Z Li
By'Eastman Chemical Co: By Chemical Co.'
B
OR n p n
.090'Interlayer 090"Interlayer 1/8'HEAT STREN'D GLASS
Sanex Clear And Color Glass Soflex Clear And Color Glass g V
By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0
OR OR .075"Interlayer
1/4"AIR SPACE .090 Interloyer 1/4'AIR SPACE 090'Interlayer 1/4'AIR SPACE Saflex CP n PET Care
_ Senl los SenlryGlas By'Eastman Chemical Co:
.r \ By'Kuraray America, Inc.' By Kuroroy America,Inc.' OR
1 1/0'ANN.C1A55 OR OR .090 Interlayer u'ai
090'Interlayer 1/8"HEAT STREN'O GLASS 090"Interlayer 1/8'HEAT STREN'D GLASS SenlryGlas u 6
Kuroroy Brloyere PVB Kuroroy Butocite PJB By'Kuroroy Americo, Inc. 'o
By'Kuraray America,Inc.' By'Kuroroy America, Inc.' °o tl g 3 w
1/8'ANN. GLASS 1/8'HEAT STREN'D CLASS 1/8'HEAT STREN'D GLASS PRODUCT REVISED 6
as complying with the Florida w
Building Code w g i
SILICONE t SILICONE SILICONE NOA-No. 15-0929.13
m OE 1200 i m GE 1200 z m GE 1200
y DOW CORNING 899 5 N DOW CORNING 899 in DOW CORNING 899 Expiration Date 09/22(2020 .. r„
\ M1 DOW CORNING 995 \ MI j 'I' DOW CORNING 995 \ M1 ,' DOW CORNING 995 y o y$d d N
B o
XL EDGE SPACER I- XL EDGE SPACER - XL EDGE SPACER
Miami- de Product Control y $E a
oao 0
1 ST.STEEL BY'CARDINAL' 4 ST.STEFl BY'CARDINAL' G ST.STEEL BY'CARDINAL' O
OR OR OR 111llllli111/
a DURASEAL BY'Ot1ANDC 0 DURASEAL BY'GUANEX' z DURASEAL BY'QUANEX'
p OR O OR O OR `�� ��D`...... '"44a/i m •r
' [M7-,7� Eg SUPER SPACER BY'OUANI7f' W Eg SUPER SPACER BY'OUANEX' Lw. Eg FN
SUPER SPACER BY'OUANEX'
W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES
GLASS TYPE'At' GI n5S TYPE.'HI' GTdSS TYPE `CI'
0.70'OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL IPM.GLASS 0.70'OVERALL INSUL LAM.CLASS 3T OF •'6Ty'`� drawing no.
PAY 1 1 20�, R1or.: W10-18
IN ORDER TB QUALIFY FOR SMALL MISSILE IMPACT RATING / :
EXTERIOR PLY OF GLASS TYPE'A1', '87'& 'Cl- MUST BE TEMPERED. yyAll�1�Ijt111A` sheet 4 of 11
r r, n
TYPICAL ANCHORS STRUCTURE FLANGE & FLANGE ADAPTOR FRAME {�V85
SEE ELEV.
1BY FOR SPACING o
WOOD DUCK I TYPICAL ANCHORS
•' :. .. ••, SEE ELEV. ___________ _ _
a a c° ' ••FOGB DISI.'. FOR SPACING _______________T i Z y n 3
'a c,a•,d., MP+MI-OADE COUNTY APPROVED II C i;;
q q
x = o I I MULLION do MULLION ANCHORS I I I" m I
rn EDGE DIST. 3 I D i I SEE SEPARATE NOA I I ^e q a
o N I I D. g
�xo IST. I 1 EDGE DIST. I o
IL
0 IL C)
' I
TYPICAL ANCHORS TYPICAL ANCHORS O
SEE ELEV.
FOR PACING FSEE ELEV. OR SPACING w 7 li to
III LLZul..:o•
jrW!S
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. o
h 1 I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
II AND TRANSFER THEM TO THE BUILDING STRUCTURE.
3
c
TYPICAL ANCHORS: SEE ELEV.FOR SPACING
1_/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI)
o a
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES s Q
1-1/2" MIN. PENETRATION INTO WOOD
o ° -��- �> THRU 1 BY BUCKS INTO CONC. OR MASONRY c 4
J 02N o
o R o "HEN USED THE MIN.WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY N
i 0+ 1 x DEPTH SHALL BE 2I§'.THE USE OF 0 M
,a DIRECTLY INTO CONC. OR MASONRY o a
�+ 0 DEEPER OR BEVELED WODDSUCKS ISV 3
PERMmEo 1=1/4" MIN. EMBED INTO CONC. OR MASONRY d z N
k ! W I #14 SMS OR SELF DRILLING SCREWS (Fu-74 KSI,Fy=5B KSI) � �o
W i ti INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK.=1/B") g U o
I
W INTO METAL STRUCTURES 0
-II STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
i
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED
PRODUCT REVISED TYPICAL EDGE DISTANCE o. g g
�i as complying with the Florida INTO CONCRETE AND MASONRY = 2-1/2" MIN. 9 w W
Oullding Codo
i I 1 E7 NOA-No. 15-0929.13 INTO WOOD STRUCTURE = 1" MIN.
Expiration Date 0912212020 INTO METAL STRUCTURE - 3/4" MIN.
W2 v S z $
I MS I By WOOD AT HEAD,SILL OR JAMBS SG = 0.55 MIN.
i 19 Mlami-0 d oduct Control CONCRETE AT HEAD,SILL OR JAMBS t'c - 3000 PSI MIN.
Wry 1 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN.0 0 0 =a
lit
i W3 i WEEPHOLM W LL
O O
6 p W7 = 1/4" X 1-1/2- WEEP SLOT AT 4-1/8" FROM EACH \```YYLi"A-177 D
END WITH PLASTIC COVER \ ®!..
W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END �� �: cENsF ''4411
u " a: W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END _ :T gg '� as'.
.-.• .v. •. < ,..:Q. .8 ®'• ATE OF r,[(/`� drawing a no.
°.. EDGE IST.a ' •, v°• ;v \ . 'a '.,"+�z
^ TYPICAL ANCHORS j I TYPICAL ANCHORS
...9.. ORIDP.•'' \
v.
lay SEE ELEV. ..dtl SEE ELLV. 11 R'� ' 'i W Q— 8
`•'WOOD BUCK ° FOR SPACING FOR SPACING 1 !1 �O�'' �S/o(���
��I my n iYYY` sheet 5 of 11
FLANGE & FLANGE ADAPTOR FRAME y1RU
1/4'MAX. o
{ BUCK WIDTH i/4'MAX. � Io
SHIMS SHIMS
VENT WIDTH^ VENT WIDTH _ --•--- -•— z q 3
TYPICAL ANCHOR — — FLANGE ADAPTOR FRAME 0 �m
FOR SPACING 1/2'7YP. a
J
as 0d
a4�
a
ging
040
i i �a~ 2 WOOD B H 9 i~q}
> �REENS OPP.ONAL �y0+�
WOOD STRUCTIIR iu�5 2 N
cw dv __
p. tBY
WOOD BUCKS 2 O
XOX LAYOTJT EXTERIOR TYPICAL ANCHORS w S
O.L.OPG. SEE ELEV.
FOR SPACING y
MIAMI-DAOE COUNTY _ v3 m
APPROVEO MULLION u C m
&MULLION ANCHORS U
SEE SEPARATE NDA - n
BUCK WIDTH BUCK WIDTH O iv
F ALTERNATE
g- 0 W n
SHEEP LOCK �
OPTIONAL TO
f---1 21 SPRING LOCK �In
1 II C -cY a
_ S6 M N"'m
O M n
ii I 1' Ci C Z
tl
1 1
1 1 n
,_.._.._......_.._.._......_.._.._.. e-
4 __J H u O^
TYPICAL ANCHORS E4 ¢
SEE ELEV.FOR SPACING F
1/4'MAX, BUCK WIDTH 1/4'MAX, n
SHIM 1 SHIMS p
VENT WIDTH _ 3
C
U
TYPICAL.ANCHORS 74 �.,=1 \.,,/ \/ TYPICAL ANCHORS 2 u, _ 1 9
SEE ELEV. SEE ELEV.
FOR SPACR,C { FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5
v-a a a, n
y o
'/
AND 6 APPLY TO BOTH FLANGE FRAME AND o
RT at. a' FLANGE ADAPTOR:FRAMES. S E$ i
METAL
STRUCTURE
SCREENS OPTIONAL
PRODUCT REVISED
-- - uas.omPlying with the Florida
,BY B 1 N.7 '•:*_ ,
Es t� onding Code 7 n`
ES I EXTERIOR o WOOD BUCKS NOA-No. 15-0929.13 -0 11",
I(. t
XO LAYOTJT O.L.OPG, & v Expir�O912..2020 (� BT OF ,:({{�� Browing no.
t �, oiitoF W10-18
1,.ev 1 1 2Q1�, s
Mtami `Ars�QtiVlAl�I%%, sheet 6 Of 11
I,
TYPICAL ANCHORS STRUCTURE EQUAL LEG FRAME 4V -
SEE ELEV. q
1BY FOR SPACING
TYPICAL ANCHORS WOOD BUCK ______________ _____
. •.\-; I SEE ELEV.
^ o
FOR SPACING o I I MIAMI-DAOE COUNTY APPROVED__Tl I I Z °1 3
q °3 d °d n a- e% °- �EDCE DISToo 1 MULLION& MULLION ANCHORS I O q '�
OGE x I I SEE SEPARATE NOA
EOG DIST. m o \ \ I I EDGE I Z m 1
3 ^ I GIST.
-_
��-__-______ +
Al 2 1 0b�€'
� Uo�ti
E3
_ TYPICAL ANCHORS SEEI EL�CHORS Q0 0 O 0
FOR SPACING FOR SPACINGSEE a Ul Z
LL 2 U)o
EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY S
INTO WOOD, CONCRETE OR METAL STRUCTURES 5
QwmF d
TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0
SEE ELEV.
- FOR SPACING
1/4'MAK. BUCK WIDTH
SHIMS 1 �
1 \ z O
°•�. ^ 22-3/8'MIN.
ti OO W
1 1/4i9 I I
C
FN o
d G'i `�� rn N n m
° o
Irk WHEN USED THE MIN.WOOD BUCK
(y m o DEPTH SHALL BE 216•.THE USE OF '^
w d0 i DEEPER OR BEVELED WOOD811CK5 IS MIAMI-BADE COUNTY 3 p
iC APPROVED MULLION O
PERMITTED. F&MULLION ANCHORS �+ (D ¢ J
y E6 SEE SEPARATE NOA U m �-'
° BUCK WIDTH BUCK WIDTH
TYPICAL ANCHORS
SEE ELEV.FOR SPACING
r I
Tt- I I q
1 ( E7 _0336
1 II h u p< u U y
II I I u 5�z i 8
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61 �In `Y11111111i/////Y o
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PRODUCT REVISED % o
a: as complying with the Florida G 0.582 $
Building Code -
NOA-No. 15-0929.13
• r• r 'v o�• •o ,.° '.� 'v Expiration Data 0 912 212 0 2D G— -O
EDGE f)15T. z 'g TYPICAL ANCHORS '®••, ATE OF drawing no.
'p ••• TYPICAL AACHORS^ .< .�. I -.SEE ELEV. B
FOR SPACING `
wood BUCK
FOR sPAcwc .A _ miamiP a Product Control f�AY i 1 2' ��SS '•••• ���?�� W10-18
�i//oftlAL5111�� sheet 7 of11
I , v
ILLUSTRATNE DTLS.ONLY SS�EEEICEPLLEV CHORS FIN FRAME V.V
NEXT.OR OT BY CCI INT.
]FINISHES FOR SPACING o
i o
Z q
El 1 1/2' iv
, \g z ry a
HOUSE WRAP d TYPICAL ANCHORS: SEE ELEV.FOR SPACING pa(0o
NOT BY CGI C r!ry`' V
#B SMS (Fu-74 KSI MIN.) IL(Cu(V
AZ z I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w n
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E3 I, CAULKING Cy O
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M9HOUSE WRAPNOT BY CCIW1 g EXTERIOR eBACKBEOCAULKING SFHOUSE WRAP PRODUCT REVISED NOT BY CGI as complying with the Florida92Building Code - :OA-No. 15-0929.13Expiration nate 09122/2020 �(� 9 OF <ydrawingno.CAL ANCHORS By IdAY 1 1 2D S'•;C<ORIDp;F_`•``��� W1 0-18
SEEFOR SPACING Mlam,Vuhue Product Control1AL%% ```\ Sheel 8 pf 11
•
l t,
,. IMI PART 8 QUANTITY DESCRIPTION MATERIAL MANF./SUPPI2TR/REMARKS
Et CGI-100 - FRAME JAMB @ FIXED CLASS 6063-76 CCI EXTRUDER n
E2 CGI-113 - FRAME SILL 6063-T6 CCI EXTRUDER of
E3 CCI-102 - FRAME HEAD 6063-T6 CCI EXTRUDER 3
ML�u a 'a
CGI-103 - MEETING RAIL 6063-TG CGI EXTRUDER
E5 CGI-1011- - LOCK RAIL 6063-T6 CCI EXTRUDER 9 2
E6 CGI-105 - HANDLE RAIL, 6063-T6 CGI EXTRUDER �-
E7 CGI-106 - SASH RAIL 6063-I6 CCI EXTRUDER 00-11 L'oOg
EB CGI-107 - 5/16'GLAZING BEAD 6063-15 CGI EXTRUDER ��ryuu sit
E9 CCI-108 - 0,700"GLAZING BEAD 6063-T5 CGI EXTRUDER
5
ETD CC(^109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Vl,
Eft CCI-110 - MAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER p t7
Ei2 CCI-135 - IF FRAME JAMB O FIXED CLASS 6063-76 CGI EXTRUDER Qd q Q o
Eta CGI-736 - Tf FRAME HEAD 6063-T6 CGI EXTRUDER Q
E14 CGI-09 - IF FRAME JAMB 6063-T6 CGI EXTRUDER �+ O
E15 CCI-140 - 1"MUNDN 6063-TS C41 EXTRUDER 2 N a
E16 CGI-141 - 2.5'MULLION 6063-T6 CGI EXTRUDER V
E17 COI-605 - SCREEN FRAME 6063-T5CGi EXTRUDER Q tZu m�
E18 CCI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER �-----y
E19 Cot-L 15 - SILL FILLER 6063-76 CGI EXTRUDER
E20 CCI-116 - FRAME JAMB 6063-76 CGf EXTRUDER
E21 CCI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER C1 ro
E22 CGI-138 - IF FRAME SILL 6063-T6 CGI EXTRUDER U "�
NL
-
E23 CGI-109 XTR
- FRONT FIANCE ADAPTOR 6p63-T6 CGI EMU ER L
Mt CCI-382V - GLAZING BULB VINYL(OUROMETER 75-80 SHORE A) PVC O LaLaa,
M2 CCi-111 - SCREW COVER(OPTIONAL) PVC - .p Of >L
M3 CGi-112 3'@ ANCHORS EQUAL LEG COVER/SHIM F h a
M4 - 0.700'X 0.040'BEAD GE1200 SILICONE SILICONE GE q+
MS - 0.700'X 0.040'BEAR DOW 995 'SILICONE DOW x N M
o O M
MB - 0.700'X 0.040"BEAD Dow 899 SILICONE DOWp Z N
M7 - 2j LITE SETTING BLOCK EPDM OUROMETER 80±5 SHORE A
M8 - - PROTECTO WRAP WATERPROOFING OR EQUN.
IT 1 68 - ROLLER TRACK PVC
_m
M10 CGI 128 2 PER SASH ROLLER HOUSING NYLON a::9
MIT W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. �---�
M12 CGI-129 I PER SASH EGRESS LOCK ALUM. SULLIVAN
M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M
M14 391-151 1 PER SASH ANnUFT BLOCK NYLON M&M
MIS - OPTIONAL RETICULATED FOAM 30 PPI
M16 CCF-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. o F v
Mtl A30730401-32 .1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. PRODUCT REVISED c 6
PVC PROTOTYPE as complying with the Florida v
M18 CGI-i32 2PER W0.2 SASH STOP as
Code
MIS CGI-111 8 FR.HEAD SCREW COVER PVC PROTOTYPE NOA-No. 15-0929.13 a z
M20 CCI-125 *2PERSASHH SASH CAM(8/T BALANCE) NYLON M&M Expiration Date 09/2212020
M22 - HI-FLO WEEP COVERS PVC AMESBURY OR EQUNBy aORNER 1 10 X 1 1/4'LG.PHI.PH.SMS. ST/ST.ASSEMBLY SCREW _ NIt Product Control . R AS3 ED. /8 X 1 1/2"LG.PHL PH.SMS. FlN ANCHOR SCREWS4 - O. 1 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW _ YiiitS5 D. A 8 X 1"LC.FH.SMS, ST/ST.SPIRAL B.ASSEMBLY - tib ��L.�„T�,� ,• CS61 6 X 1/2'LG. FH.SMS. 0 CCI-133 &CAM LOCK -IL 110 X 4'LG.PHL PH.SM5. ST/ST.ASSEMBLY MEETING RAIL 92
" S9 - 2 PER ANTILIFT f 10 X S/B'I.C.PHIL.PH.SMS. ST/ST.ANDLIFT SCREW
'
,1y TE OF .?�(tA' Arlowing�no.
• �+A 1 1201
201 S ORIPIN �j\� �vY 1 0-'1
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-�OSO TIP.
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1.55
2.10101 1.3D1
0 1.680
2.846 065 2.3461.601 TMP 1.220 1.007 IILJ.L- .864 .864 as a
TIP.
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065 F--1.395
1.155 1.155 TIP• IL µi
II -1.449---I 0:Q C' 1
t.o15 Lois F� 1.366 .74s Eft NAIL FIN ADAPTER 1.395 r 0�i1Syr(m7
E3 E4 �� --.180 293 0.O`t9
E13 FLANGE FRAME HEAD O FLUSH FRAME HEAD O MEETING RAIL
1.496-�{ ,050 .060�I 0 LL ta ta 2.gry¢t
1.015 F'- 1.015
.788-
1165
788 I .065 11.413 �j Z O p
065 Q W I�0
1-140 1.190-{ NP. LL Z N E om
r -T 2.264 1255 N3 FLUSH FRAME COVER M2 SCREW COVER Q w m f
1.o1s � 1.220
065 TMP
3,930 .065 V
4.430 TIP, TP. 1.047
3.685 2.885 3.185 2.885 =
E5 LOCK RAIL E19 SILL FILLER vi
O ^
1.788 d QO w ..
,.450- a o:
180 F 7 � �N
C
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b--2.440 Imo----2.440--moi .55,0_ .050 N 1 r
2.310 r 3 N;7)
n
Q2 FLANGE FRAME SILL E2 FLUSH FRAME SILL
�65 �3
1.01.5 __ 1.220 a c Z LL
I�--2.7J7 .p--2.7J7 I 1�Tr O FLANGE ADAPTOR SSSiirziii 3 0 'n
1 1.043' U d
065 065 O
TfP, TYP. Ezl ALT. LOCK RAIL �
2.613 2.505 2.613 rg
2.5105
L
.065 cry
go
1.000 .991 .500 .991 2.195 N 3
3.237 2.737 1.015
Etd FLANGE FRAME JAMB (MOVING) F.2o FLUSH FRAME JAMB (MOVING)
.871 1.043 o m�ooh
811 O
E6 HANDLE RAIL �0.o
c
1.025 ```\tttot AN I7I7''
2.505 .065 TYR 2.505 ,065 TYP. � �� P•''1GENSF
T PRODUCT REVISED
1.015 1.015 1.395 as complying with the Florida •7 92 •. j•
.745• Bullding Code _�t; •; = g �3
.obs NOA-No. 15-0929.13 - - ' ' b
.500 J �'
' 1.000 I 0
Expiration Data 091221202 ®• TATE OF A drawing no.
P
1.745 1.245 1,015 F-
�( •' FCORID :•' �.
By TRAY 1 120
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n ,d4t4: D3=19-i0 revisions: SEtIES SWNEt 12D AWV HOR2 SIMM WOW.(U.i,JSS11.} AL-FAROOQ CORPORATION }
by es I onENGINEERS d<PRODUCT DEVELOPMENT
� � ncetS t 2'+�S' � 04.00.tt UGOATEO 10 20ts IHC I
t �.� CGI Windows and Doors, Inc.
-' 0 o Ga.lo.ls NO CHANGE Tis W=- 9360 SUNSET ORIVE,SURE 220
10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 C..a.N.3538 /r
I dr.br E w.t0.1s NO G uvGE Tib sHEEI ( 1 V
T 08.19.15
NO CHANGE THIS SHEET AiIAt�1I. �-- 33172 TEL(305)R`64-8100 FAX(305)282.6978
-+ <ftk C OS.o218 NO CNANGE Tis SHEEt �'fEL(305)593-6590 FAX.(305) 593-6592(305)593-6590 FAX.(305) 593-6592COMP—ML\WTD^OJCG!
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