HomeMy WebLinkAboutProduct Approval �iIf$f�l•��1 cop RIIAIZT-DAI)ECOUNTY
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 P(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �vww.miamidade.Qov/economy
I
CGI Windows&Doors
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_productorina�ei►al fails to meef therequirements-of ie applicable building code.
Thi rG ud t s approved as described herein, and has been designed to compl with the Florida Building
ode,including the High Velocity Hurricane Zone.
tPROVAL
DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alm ixed Window
(L.M.I.) (S.M.I.)",sheets 1, 1. and-6—of-6;-dated-0-1-/-0/ -rev-,G, F dated 04/10/15,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami—Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this.NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
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 and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15=0413.03
MIAMFDADE COUNTY Expiration Date: September 22,2020
�118ff�' Approval Date: June 25,2015
! Page 1
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2, Drawing No. WIO-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.)
(S.M.I.), sheets 1, 1.1,2, 3,4, 5 and 6 of 6, dated 01/30/10,with revision F, dated
04/10/15,prepared by Al-Farooq Coiporation, 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,Duraseal0 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,DurasealO and Super
SpacerO 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
along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum
fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0103-10' dated 03/30/10, signed and sealed by Vinu J.Abraham,P.E.
(Submrlted under NOA No.10-0510.13)
)VU
Manuel e,P.E.
Product Contr 1 caminer
NOA No. -0413.03
i
Expiration Date: September 22,2020
Approval Date: June 25,2015
E-1
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5`h
Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E. '
(Submitted under previous NOA No.14-0731.05)
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. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc.
for their"DuPont Butacite0 PVB Interlayer"dated 04/11/13, expiring on 12/11/16.
3. 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.
4. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no
financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Alrmad,P.E.
(Submitted under previous NOA No.14-0731.05)
2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by
Hurricane Test Laboratory, LLC, dated March 30, 2010,signed and sealed by Vinu J.
Abraham,P.E.
(Subtrritted under NOA No.10-0510.13)
3. Testing Proposal issued by the Product Control Section,dated 12/16/14, signed by
Jaime Gascon,P.E., Supervisor,Product Control Section
G. OTHERS
1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their
Series "Sentinel 130" Aluminum Fixed 'Window — L.M.I. approved on 10/16/14 and
expiring on 09/22/15.
Manuel Per .E.
Product Control E m' er
NOA No. 15-0 13.03
Expiration Date: September 22,2020
Approval Date: June 25,2015
E-2
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APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 3 a�L— —J 3I I I a V
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APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS
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LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL I I oBUCK D.L.O. HEIGHT = HEIGHT - 3.00"
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WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE % , i i LAM, GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSULATING LAM.GLASS oow4HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACTLOADS TO THE STRUCTURE. Engr.JAVAD AH'" ;
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CIVIL PRODUCTRBVISBD o
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EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN.3538 DuilJGlg Codo nq a
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Accepmnc..... 413�� Li
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NOT PART OF THIS APPROVAL.
SHUTTERS ARE NOT REQUIRED. M .2015 8�'moon Dnlc
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BY drawing no.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Mi—i nd.Prnduc[Control W1�-12
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MELT THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS JI
REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN 007TED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet I of 6
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DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF IN U v
FLANGE DIMS. BUCK DIMS. 1GLASS TYPES'C'&'C1'GIASS TYPES'D'&'D1' FIANCE DIMS. BUCK DIMS. GLASS TYPES'C'&'C1' CUSS TYPES'D'&'Dl' I I
WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT,(+) INT.(-) EXT.(+) 1NT.(-) WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) DCT.(+) ' tNT.(-) �� 0
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30' 29' 80.0 BOX 80.0 80,0 30" 29" 80.0 80.0 80.0 80.0 L f '4
114' 113• ji IL
J6' 35' 80.0 80.0 313.0 80.0 36" JS' 73.0 73.0 80.0 80.0 �i� 0 N a
42' 36• 41' 35, 80.0 80.0 BD.O 80.0 41' 40' 61.4 61.4 80.0 00.0 0
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54" 53' 80.0 80.D 80.0 60.0 30' 120" 29" 119• 80.0_ 80.0 80.0 80,0
60" 59• 80.0 80,0 60.0 80.0 36• 35" 72.4 72.4 80.0 60.0 M
61' 00' 80.0 8O.D 80.0 80.0 39' 38" 65.9 65.9 80,0 80.0 R<Q
24' 23" 80.0 60.0 8D.0 80.0 24" 23' 80.0 80.0 80.0 80.0 dJOTE: Q 0 r
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
30' 29'' 80.0 80.0 8D.0 80,0 _ JO" 121, 29' 120, 60.0 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
36• 35' 80.0 80.0 80.0 80.0 36" 35 72.3 72.3 80.0 80.0 Q n
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42' �, 41" 47• 70.2 70.2 80.0 80.0 39• 38' 65.8 65.8 80.0
48" 47' 61.3 61.3 80.0 80.0 Q m F
54" 53' 61.3 6f.3 80.0 80.0 )4 T BUCK DIMS )cTSP• C u
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61" 00' 61.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY-PEP
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30' 29' 80.0_ 80.0 80.0 _80.0 _ WIDTH(W)LENGTH(L) WIDTH(W�LENGTH(L) EXT.(+) INT.(-) W.(+) INT-(-) v
36' 35• 80.0 80.0 80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 60.0 80.0 I FLANGE DIMS
42" 60• 41' 59' 70.2 70.2 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80,0 g n
48' 47' 61.3 61.3 80.0 80.0 37' 26, 36" 25, 80.0 80.0 80.D 80.0 I. BUCK DIMS �+ w 00
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54' 53" 54,3 54.3 72.5 72.5 48' 47' 80.0 80.0 80.0 80.0 I 8 O W
50" 59" 48.8 48.B 65.1 65.1 53-1/8" 52-1/8• 80.0 80.0 80.0 80.0 O P
6Y 60' 48.8 48.0 05.1 65.1 81' 60" 80.0 80.0 60.0 80.0 Cn
24' 23' 60.0 8D.0 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 ~N o
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30' 29' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 � 3 L4 M m
36• 35" 80.0 80.0 80.0 80.0 37" 36' 80.0 80.0 80.0 80.0 Gj
38-3/8' 37-3/8' z O 3 r7
42• 72" 41" 71• 70.2 70.2 90.0 80.0 48" 47" 77.1 77.1 80.0 80.0 BUCK DIMS ,E? Z Z LJ-�
48' 47' 61.3 61,3 80.0 80.0 53-1/8' 52-1/8" 77,1 77.1 80.0 80.0 iX p
54' 53' 54.3 54.3 72.5 72.5 61' 60" 77.1 77.1 00.0 80.0
60" 59' 48.6 48.8 65.1 85.1 19-1/8" 18-1/B' _80.0 80.0 _ _ 80.0 _ 60,0
61" 60' 1 48.0 40.0 84.0 64.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 �I`U�JII'
24• 23• 50.0 80.0 60.0 80.0 37' M-5/8.s/e' 36" _80.0 _60.0 60.0_ 80.0 FIN FRAME i
30' 29' 80.0 80.0 80.0 1 80.0 48' 47' 49-5 8' 61.3 61.3 80.0 80.0
36' 35' 78.2 78.2 80.0 _90.0 53-1/8' 52-1/8' 58,0 58.0 77.4 77.4 � BUCK DIMS G m h
42' 84' 41' 83' 70.0 70.0 80.0 80.0 61• 60' 58.0 58.0 77.1 1 77.4
45' 47' 61.3 61.3 80.0 80.0 75-1/4" 74-1/4' 58.0 58.0 77.4 77.4 o n
54" 53" 54.3 54.3 72.5 72.5 93-3/4" 92-3/4' 58.0 58.0 76.5 76.5 `-- FLANGE ADAPTOR FRAME
56" 55' 52.4 52.4 69.8 69.8 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0
24' 23' 80.0 80.0 60.0 80.0 26-1/2' 25-1/2' 80.0 80.0 60.0 80.0 FLANGE DIMS
30' 29" 80.0 80.0 80.0 80.0 37' 63, 36" 62' 80.0 80.0 80.0 80.0
38' 97" 35" 96" 75.6 75.6 80.0 80.0 48• 47' 61.3 61.3 80.0 80.0 in _
42' 41" 65.2 65.2 80.0 80.0 53-1/6 52-1/8' 55.3 55Z 73.7 73.7 NOTE; o�m
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48' 47' 60.6 60.6 80.0 80.0 61' 60" 4B.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE -6 g
49' 48' 59.6 59.6 80.0 80.0 75-1/4' 74-1/4' 46.5 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) .°.o c w LL
24' 23" 80.0 BO.O 80.0 00.0 19-1/8" 16-1/B" 80.0 80.0 80.0 80.0
AND FLORIDA BUILDING COMMISSION --
30' 29" 80.0 80.0 50.0 00.0 26-1/2' 25-1/2' 60.0 80.0 80.0 50.0 DECLARATORY STATEMENT DCA05-DEC-219 o
J6' 102" 35 101• 74.6 74.0 80.0 80.0 37" 78, 36' 75, 78.9 78.9 80.0 80.0 En,.JN/AD C:MLAHMAD PRODUCT REVISBD
42' 41" 65.7 65.7 80.0 80.0 48' 47" 81.3 61.3 80.0 80,0 FLA.PE f 70592 u complying i ilh the FWde I
48' 45" 59.3 59.3 80.0 80,0 53-1/8' 52-1/8" 55.3 55.3 73.7 73.7 C.A 536 Building Code n^,A1o .
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24' 23" 80.0 80.0 80.0 80.0 61" 60' 48.0 48.0 64.0 64.0 IN.".lien Dme_ 20
304 29" 80.0 80.0 _80.0 80.0 t---
By drawing no.
36' 108' 35' 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 h 1.1 4 015 n1mm' cdc Product ConI.I
42' 41 62.4 62.4 80.0 80.0 W10-0
44' 43" 59.1 59.1 80.0 80.0 sheet of 6
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BY 'Eastmon Chemical Co.' By'Eastman Chemical Co.' z Z li
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090"Interlayer 090"Interlayer w o g
Saflex Clear And Color Class Sollex Clear And Color Glass C7 p Q
By'Eastman Chemical Co.' By'Eastman Chemical Co.' U
3/8"AIR S?ACE OR 3/8"AIR SPACE OR
090"Interlayer 090"Interlayer —T
DuPont SoniryGlas DuPont SentryGlas fC SILICONE
3/16-HEAT STREN'D GLASS B E.I.' DuPont De Nemours &Co., Inc.' E 1200
/ y By E.I.DuPontDuPant De Nemours&Co., Inc.'Ina' . a DOW CORNING 899 rc
OR OR DOW CORNING 995
090"Interoyer 3/16- HEAT STREWD GLASS 090"Interlayer M *.NV
DuPont Butacite PVB DuPont Butocita PVBBy 'E.I.DuPont Do Nemours &Co., Inc.' By'E.I.DuPont De Nemours &Co., Inc' p is
3/16"HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS '"SIUCONE SILICONEGE 1200 m GE 1200
DOW CORNING 899 S2 li it DOW CORNING 899 SILIDOW CORNING 995 i .I DOW CORNING 995 GE Mt it iij MI iij !i DOW CORNING 0
n ii II ii n N II li DOW CORNING 995
XL EDGE SPACER ;II XL EDGE SPACER a J o^o
I -I ST. STEEL BY'CARDINAL' ] !; �j ST.STEEL DY'CARDINAL' c
Es OR Ea ii r pR OPTIONAL GLAZING DETAIL
DURASEAL BY'QUANEX' _ DURASEAL BY'OUANEX' S8 TI PES 'Cl' & 'DL' _
OR OR
p u SUPER SPACER BY'QUANEX' p SUPER SPACER BY'OUANEX' Eng,;JAVAD AHMAD o "°
CML PRODUt'TNITVISHD iv
04 a FLA.PE'f 70592 ns u npiying with Inc Fl-dda
C.A.N. ]B Huil Un Code a
W MS AT 1/4 PO NTS ALL SIZES W M5 AT I/4 PO NTS ALL SIZES 9 �1,�� •• },•.
Acceptance No�5'V'rx •� 20 Sd 8 .
G1A55 TYPE_C1' GLASS TYPE 'DI' I '.IimlDnte
1"OVERALL INSUL LAM. GLASS 1"OVERALL INSUL.LAM,CLASS
(s,M.l.) MAY Q 20 X
By drdwin9 no.
(L.M.I. ONLY)
\91am adc Prn uct Cunl
W10-02
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE'Cl' & 'D1' MUST BE TEMPERED. sheet 3 oT 6
TYPICAL D DISTANCE CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN.
TYPICAI. INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. �� o
THESE DETAILS ARE TYPICAL ON ALL FOLR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. o
INTO METAL STRUCTURE = 3/4' MIN. n
W e J
INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL c
WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS N m
Q U
FLANGE FLANGE TYPICAL ANCHORS FLANGE FLANGESEE ELEV. C t a
2BY WOOD BUCKFOR SPACING SHIMS V C
!! !! OR METAL
WOOD STRUCTUR TYPICAL SAEC��S STRUCTURE 0 a Q Q S
!i !i M2 FOR SPACING <v M2 TYPICAL ANCHORS d(M
jl ji 5 SEE ELEV. N O V)
B 52 A I a .•e rFOR SPACING it�a s N
O �� I O I IaLiZI�V_m
m S 0A
". II II V1
P v TYPICAL•AAPCHORS M2 °v
I SEE ELEV.'
E3
° IBY FOR SPACING ii ij o m
WOOD BUCK EI oo n
z (n
� � o
n
8 Ow v
1/4•MAX. ❑K
( 4
EQUAL LEG EQUAL LEG EQUAL_LEG I ~E2 •EQUAL LEG `��r.l °
29Y WOOD BUCK a v M2 METAL ^� 3 N M'O
B 1 j j A l WOOD STRUCTURE C 1 STRUCTURE d OQ 3 M
E3 !j!j TYPICAL ANCHORS Z Z
ji M2 R - SEE ELEV. o
FOR SPACING 0=a
M3 s < H a <
S2 (Dp<
E2 I
MJ
$2 TYPICAL ANCHORS v yy
SEE ELEV. G
!� !� FOR SPACING w x bon
E3 =
P > TYPICAL ANCHOis
RS !I !.I M2 \ 2„is o
s•°. I SEE ELEV.• !I !I TYPICAL AN
-
FOR SPACING II II SEE ELEX. '
tBY
FOR SPACING x
WOOD BUCK m o 0
2 o
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
_ g
PICAL ANCHORS' SEE ELEV. FOR SPACING X14 SMS OR SELF DRILLING SCREWS (GRADE z cas) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 ;W
AND TRANSFER THEM TO THE BUILDING STRUCTURE. -----�
1/4" DIA. TAPCON BY 'ITW' (Fu-120 KSI,Fy=sz KSI) INTO METAL STRUCTURES
1/4" DIA. 11 TRACONI BY 'ELCO' (Fa-177 KSI, Fy=155 KSI) STEEL : 12 GA. MIN. (Fy = 35 KSI MIN.) Engr,JAVAD AHMAD d
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) CML PRODUCT REVISED q
INTO 25Y WOOD BUCKS OR WOOD STRUCTURES nA.PE Tos92 mmmplyingwilhthe FWdo e C
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Bnildiu Code
1-1/2" MIN. PENETRATION INTO WOOD C.AN, ae Ac 11,)5-O¢lg 0 a
H14 SMS OR SELF DRILLING SCREWS GRADE 2 CRs Ex irclionDalc �
THRU 1BY BUCKS INTO CONC. OR MASONRY ( )
1-1 4" MIN. EMBED INTO CONC. OR MASONRY
/ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") N�mnl adcPro ue1C nital drawing no.
DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY Wl 0-02
1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6
TYPICAI, INSTALLATION DETAILS N
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW ro71
Fy o
INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL a
WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS n a
�o
FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR o u h �
TYPICAL ANCHORS 1/4"MAX,
2By WOOD BUCK FOR SPA ING SHIMS 0 itOR
Q Q g
II I! WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE
m
SEE ELEV.-
83 EJ M2 A3 FOR SPACING TYPICAL ANCHORS Q 3 G
. .I
i� ii 5 o v M2 SEE ELEV.
$2 \ FOR SPACING <Z
f1Vi1 HLi
I E6
E6 --I ..v " •-•
F2
v
S2 MIN,
v•N \.
TYPICAL APPCHORS !�!� M2
^ I SEE ELEV.
° 18Y FOR SPACING li ii a z- cn F
WOOD BUCK EB E2
v E3 O I j
x Ow _
22 J/I I 1/4"MAX. BUCK HEIGHT 1/4"MAX. N 4
GAP GAP �N o
n (f) e
WOOD STRUCTURE �N n I
NOT BY CGI 1/2"MIN. 1/2'MIN. d O n
;E3
Fz, O 3 ..
2 3/8"MIN.
FIN FRAME M2 BACK13ED y _o
CAULKING Q
F�ni U��
TYPICAL ANCHORS: SEE ELEV. FOR SPACINGo
#a SMS (GRADE 2 CRS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURESWHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOODBUCK DEPTH SHALL BE 06".THE USE OF DEEPER ORBEVELED WOODBUCKS IS HOUSE WRAP E5cPERMITTED. NOT ITY CCI EXTERIOR „
9 R191
BUCK WIDTH BUCK WIDTH
MIAMI–DADE COUNTY I I MIAMI–DADE COUNTY APPROVED I
11 ._APPROVED MULLION I MULLION & MULLION ANCHORS I o u Q 6 E
I I &MULLION ANCHORS II SEE SEPARATE NOA II c
I� �I SEE SEPARATE NOA
4SEE
______ Engn JAVAD AHMAD----- PRODUCT REVISEDCMLFU.PC�70692 ns complying with the Florida o
CA 578 Building CodaAccepinnco No/ 'f )3�� .IL __jvrolion Dnlc aD XTYPICAL ANCHORS ELEV. DY dTaWing DO.1
FOR SPACING Min 'D",e Product on of
/#14 X r SMS. Y 015 W10-02
(sheet 5 of 6
•2.505 ITEM PART/ V4DW.
Y DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U v
E7 CGI-710 FLANGE FRAME 6063-T6
.068�_i E2 CGI-119 FLUSH FRAME/FIN FRAME 6...'_T6
612 E3 CGI-121 GLAZING BEAD(IAM.GLASS) 6063 T6
1.995 E4 CGI-123 GLAZING BEAD (IAM. INSUL. GLASS) 6063-T6 - IL
.995065ES CGI-110 NAIL FIN ADAPTOR 6063-T6 -E6 CGI-109FRONT FLANGE ADAPTOR 6063-T6 - c u
M1 CGI-382V . GLAZING BULB VINYL PVC DUROMEIER 75-80 SHORE A O: �1.335 M2 CGI-124 . SCREW COVER-OPTIONAL PVC - V G
M3 CGI-112 AS REDD. FLUSH FRAME COVER PVC - O
Et FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/8' 6063-15 - g&> 8
a¢oti
M5 - 2/LITE SETTING BLOCKS EPDM OUROMETER B5t5 SHORE A 1 AT r
2.505 F,O6B S2 JJ10 X 1-1/4' 2/CORNER I ASSEMBLY SCREW PHL.PH SMS ST/ST -1 Q
wy_o.012
LL Z g
1.495
-995al 085.065 �
TYR
1.335
.-. N
E2 FLUSH FRAME/FIN FRAMEj' e
SWI I
.675 g n
i o t
.995 O50 975 x w
p
WELDED JOINT �J
1.104 AT ENDS o F�n
n to ui�m
E3 GLAZING BEAD (LAM. GLASS) 1 d p 3 M N
t2o 3 0 oo
a
ss�s DSO 1.000 1 zs U
.050 I �I I�'• O
1.184 -I .500-k•--��
M4 GWmt
Ea GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS N y
`o
1.130 1—.085
o
t 1.450 RECT. OR SQUARE WINDOWS o
.180
1.550 1.680
.5h-F--50 —f TYP. CORNER DETAILS
.050 yao�og
CD NAIL FIN ADAPTER E6 FLANGE ADAPTOR
Engr:JAVADAHMAD PRODUCT REVISED n n
F" 1.119 FLA.PE Y 70592 CIVIL ns complying with the Florida
CAN'3538 Duilding Cad. �,
Acccpinn.o No 1�J� t yyr��,,� o•,
L x.180 291 ,. imtimt D"a lNZtJ o' � � t
.OSOT .050-p -r Dy G_ng n
.065 1.08, 1 2015 Miom ndc Product Can of drawing no.
W10-02
M3J FLUSH FRAME COVER M2 SCREW COVER sheet6 Of 6